This standard specifies the data items and text values ​​of the subject of "engineering geology", including various engineering geological conditions, problems, effects, research methods and engineering geological exploration, such as composition and structure along the way, geotechnical properties, geotechnical geological classification, geotechnical improvement, soil engineering, rock engineering, etc. This standard is applicable to the construction of various geological and mineral information systems, determines the database standard system and data dictionary, and is the basic standard for formulating data file format standards for various geological data exploration, etc., providing a technical basis for information exchange and sharing. GB/T 9649.21-2001 Classification Code for Geological and Mineral Terms Engineering Geology GB/T9649.21-2001 Standard Download Decompression Password: www.bzxz.net
This standard specifies the data items and text values ​​of the subject of "engineering geology", including various engineering geological conditions, problems, effects, research methods and engineering geological exploration, such as composition and structure along the way, geotechnical properties, geotechnical geological classification, geotechnical improvement, soil engineering, rock engineering, etc. This standard is applicable to the construction of various geological and mineral information systems, determines the database standard system and data dictionary, and is the basic standard for formulating data file format standards for various geological data exploration contents, providing a technical basis for information exchange and sharing.

ICS35.040
National Standard of the People's Republic of China
GB/T9649.21—2001
The terminology classification codes ofgeology and mineral resourcesEngineering geology2001-04-29 Issued
People's Republic of China
General Administration of Quality Supervision, Inspection and Quarantine
2001-12-01 Implementation
GB/T9649.21-2001
Classification Principles
Word Selection Principles
Coding Methods
Use and Management
Code Table Contents Setting
Engineering Geology Terminology Classification Code Table
Appendix A (Standard Appendix) Explanation on the Classification Word Selection Range
GB/T9649.21—2001
Informatization in the field of geology and mineral resources has emerged in countries around the world. my country should catch up with the world's advanced level, introduce modern information technology, and develop my country's information resources to ensure the realization of information sharing between various information systems to be built. In 1985, the national standardization department approved the establishment of the project to formulate the national standard "Geological and Mineral Terminology Classification Code", which was approved and issued in 1988. The content of GB/T9649-1988 "Geological and Mineral Terminology Classification Code" is mainly the terms used for the text values ​​used to qualitatively describe the attributes involved in the collection of various types of relevant information and the characteristics of attributes in combination with geological and mineral production and various geological phenomena in scientific research. In order to facilitate application and division of labor in compilation, and avoid duplication and omission of content, subject classification is used for compilation. After consultation, appropriate division of labor is made for the overlapping parts of the content between subjects to ensure the overall systematicity, integrity and uniqueness. Character codes are given to terms used as data items (attributes), and a coding scheme combining surface classification and line classification is adopted, which can maintain uniqueness and have sufficient room for expansion. There will be no duplicate codes when supplemented as needed by the application. Rain terms used as text values ​​are generally coded with numbers, which is conducive to storage and retrieval, saving space and improving processing speed.
After five years of application, GB/T9649-1988 was revised in 1993 according to user requirements. Due to actual needs, only some disciplines were revised this time, and a series of standards were adopted to facilitate user use and future revisions. In order to maintain the stability of the standard, the principle of this revision is to keep the overall structure, word selection scope, classification principles, word selection principles and coding methods unchanged, and the original term code remains unchanged as much as possible, and its content is appropriately supplemented and modified. The 21st discipline "Engineering Geology" of GB/T9649-1988 "Geological and Mineral Terminology Classification Code" was drafted by Wang Xianfeng, Zhang Wenshu, Wang Qingshan, He Manchao and others. This standard is a revision of the "Engineering Geology" section of GB/T9649-1988 "Geological and Mineral Terminology Classification Code". This revision is mainly based on various complex problems and the latest research content encountered in basic engineering construction, and refers to the latest relevant national standards and specifications since the release of the original standard. The standard content of "Engineering Geology" has been added, supplemented and deleted. There are three main contents of this revision:
1. The terms "ground fissures", "ground settlement" and the latest research results on the classification and grading of frozen soil and thaw collapse have been supplemented, including the classification, distribution, degree of hazard of ground fissures, and the prediction and prevention of ground settlement; 2. The contents of "collapse investigation" and "collapse investigation" have been newly added to the "Engineering Geology and Disaster Geology Survey", and the original contents such as "landslide investigation" and "mudslide investigation" have been supplemented with terms related to the layout, construction and safety precautions of infrastructure projects; 3. The contents not related to this standard have been deleted, such as "Engineering Geology and Disaster Geology Survey" The content of "Building Materials Survey" in "Survey" has been deleted, and the content related to earthquake geological structure and structural geology in "Earthquake Survey" and "Geological Structure Survey" has been deleted. This revision adds, deletes and modifies more than 1,600 terms.
Appendix A of this standard is the appendix of the standard.
This standard is proposed by the Ministry of Land and Resources.
This standard is under the jurisdiction of the China Institute of Standardization and Information Classification and Coding. This standard is organized and drafted by the China Institute of Geological and Mineral Resources Information. This standard is organized and drafted by the China Institute of Geological and Mineral Resources Information. The Mineral Resources Information Research Institute is responsible for management and maintenance. The main drafters of this standard are Fan Zhankui, Zhang Wenshu, Chen Chunzai, Fu Yikai, Zhao Jingman, Ma Deyao and Wu Zhongyu. GB/T9649-1988 was issued on July 8, 1988. GB/T9649-1988 Part 21 was first revised on April 29, 2001. 1 Scope
National Standard of the People's Republic of China
Engineering Geology
Geological and Mineral Terminology Classification Code
The Terminology classification codes ofgeology and mineral resources-Engineering geologyGB/T9649.21—2001
Partially replaces GB/T9649—1988
This standard specifies the data items and text values ​​of the subject of "engineering geology", including geotechnical composition and structure, geotechnical engineering properties, geotechnical engineering geological classification, geotechnical engineering improvement, and various engineering geological conditions, problems, functions, research methods and engineering geological surveys such as soil engineering and rock engineering.
This standard is applicable to the construction of various geological and mineral information systems, determines the database standard system and data dictionary, is the basic standard for formulating various geological data file format standards, and provides a technical basis for information exchange and sharing. 2 Definitions
This standard adopts the following definitions.
2.1 Data item: refers to the terminology that reflects the basic attributes of various geological entities and their upper-level concepts. 2.2 Text value: refers to the terminology used to make a specific qualitative description of the basic attributes of geological entities. 3 Classification principles
3.1 This standard adopts the surface classification method according to the principles of easy compilation and use and minimizing code holes while leaving room for expansion, and divides geological science into 35 major disciplines, and strictly divides the boundaries to maintain the overall systematicity and integrity, and avoid duplication and overlap of content. 3.2 A three-level tree classification is adopted under the major categories, from medium categories, small categories to basic data item names. The content levels of each discipline are different, and can be less than three levels. Under the condition that the coding capacity allows, it can also be divided into four levels. 3.3 Classification at all levels is scientific, systematic and universal. 4 Principles of word selection
4.1 Objects of word selection: terms that may be used as data items of various geological and mineral databases (including upper-level concepts of data items selected from the classification sense), as well as terms used to qualitatively describe the text values ​​of data items. The selected terms are consistent with the current relevant national standards, and try to refer to various current geological work specifications.
4.2 Terms used as data items are unique in this standard. All synonyms shall be marked in the remarks column for reference, but shall not be used when building the database.
4.3 The word selection shall be simple, clear and unambiguous. The needs of establishing the database shall be fully considered. 4.4 In order to ensure the integrity and systematicness of the "Geological and Mineral Terminology Classification Code" and avoid duplication, the content already included in the basic disciplines and applied disciplines will no longer be selected, and only the unique content of emerging disciplines and marginal disciplines will be selected. For instructions on the attribution of classification word selection categories, please see Appendix A (Standard Appendix).
4.5 Appropriately select some terms that reflect the new direction and new level of discipline development. 4.6 For the convenience of use, individual data items with high frequency of use can appear repeatedly in different disciplines, but they must be encoded in a unified way to ensure the uniqueness of the code. There may be a small amount of duplication of text values ​​under different data items. Approved by the General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China on April 29, 2001, and implemented on December 1, 2001
5 Coding method
GB/T9649.21—2001
5.1 Data items are coded with no more than six Latin letters (uppercase), and are generally divided into four levels. The structure is as follows:XX
Major category, medium category, and small category data items
Major categories use the Chinese phonetic initials of two Chinese characters that can reflect the meaning of the category as codes, which have a certain readability. For example, "structural geology" uses "GZ" as the code. The following is a tree-like nested format, with the middle category and small category each taking an alphabetical order from A to Z, and the last two are basic data items, which are relatively large in number and are arranged in the order of AA to ZZ. If there is a need for classification and there is enough expansion margin, the last two can also be divided into two levels.
5.2 Text values ​​are generally coded digitally, and their length is determined by the needs of classification, the number of text values, and the margin left for expansion. Try to shorten them as much as possible to reduce margins. When text values ​​are graded, digital hierarchical nesting is used, and the text value codes under the same data item are equal-length codes. Some text values ​​(such as chemical elements, strata, etc.) continue to use the original international or domestic universal character codes. 6 Use and Management
6.1 Usage: This standard is provided in both written and magnetic media forms. Users can select the required terms and their codes from various disciplines according to their respective database construction purposes as the data dictionary of their own systems. 6.2 If the content of this standard cannot meet a certain need, you can propose the content to be supplemented and report it to the standard management unit for supplementation in the corresponding discipline, and give a code for use. It is not allowed to add words or codes on your own. In this way, you can meet the needs and maintain the stability of the standard. 7 Code table content settings
In order to meet the needs of database construction and international communication, the classification and code table has four columns: code, Chinese name, English translation (paleontology is Latin name) and notes.
8 Classification code table of engineering geology terms
Engineering geology
Chinese name
Geology
English translation
Introduction
Rock and soil composition and structure
Engineering geological classification of geotechnical engineering
Engineering geological properties of rock and soil
Geotechnical test research
Geotechnical engineering improvement
Soil engineering geology
Rock mass engineering geology
Regional engineering geology
Engineering geological survey
Engineering geology and disaster geological investigation
Sub-disciplines of engineering geology
Composition and sturcture of rock and soilEngineeringgeological classification forrock andsoil
Engineeringgeological properties of rock and soilTest studies of rock and soilEngineering modification of rock and soifEngineering geology of soil massEngineering geology of rock massRegional engineering geologyEngineering geological investigationEngineering and disaster geology investigationEngineering geological divisionRemarks
Chinese character name
Engineering geological conditions
Engineering geological effects
Engineering geological problems
Engineering geological research methods
Engineering geology disciplines
Engineering geotechnical science
Soil science
Soil mechanics
Rock mechanics
Rock mass engineering geomechanics
Engineering dynamic geology
Regional engineering geology
Marine engineering geology
Environmental engineering geology
Space engineering geology
Military engineering geology
Geological engineering
Underground engineering geology
Geotechnical engineering
Engineering geological conditions
Topographic and geomorphological conditions
Geological structural conditions
Hydrological and meteorological conditions| |tt||Hydrogeological conditions
Physical geological phenomena
Geotechnical conditions
Regional stability conditions
Construction material conditions
Engineering geological action
Natural geological action
Human engineering activities
Engineering geological problems
Regional crust stability problems
Soil stability problems
Rock stability problems
Slope stability problems
Mountain stability problems
Foundation stability problems
Underground cavern stability problems
Foundation deformation problems
Leakage and seepage deformation problems
Groundwater immersion problems
Silting problems
Ground subsidence problems
Karst stability problems
Engineering geological research methods
GB/T9649.21--2001
Engineering geology
English translation
Engineering geological conditionEngineering geological processEngineering geological problemMethod of engineering geological studiesRock and soil engineering
Science of ground soil||tt ||Soil mechanics
Rock mass mechanics
Engineering geomechanics of rock massEngineering dynamic geology
Regional engineering geologyMarine engineering geology
Environmental engineering geologyUniversal engineering geologyMilitary engineering geologyGeological engineering||tt ||Underground engineering geologyEngineering rock and soil
Topographic and geomorphic conditionGeological sturcture conditionHydrologic and meteorological conditionHydrogeological condition
Physical geological phenomenonEngineering condition of rock and soilStability condition of regionBuilding material condition
Natural geological process
Engineering activities of humanProblem of stability of regional earths crustProblem of stability of soil massProblem of stability of rock massProblem of stability of slopeProblem of stability of mountain bodiesProblem of stability of foundationProblem of stability of underground excavationProblem of deformation of foundationProblem of seepage and permeation deformationProblem of immersion of groundwaterProblem of accretion
Problem of ground subsidenceProblem of karst stability
Rock mechanics
Physical geological action
YSCBAC
YSCBAD
YSCBAC
Wenzi name
Geological history analysis
Engineering geological test
Engineering geological calculation
Engineering geological analogy
Geotechnical composition and structure
Soil particle size composition
Geotechnical Mineral composition
Chemical composition of rock and soil
Water in soil
Interaction between soil and water
Structural characteristics of soil
Structural surface of rock mass
Structure
Rock structure type
Soil structure type
Soil particle size Composition
Particle shape
Particle size
Particle surface characteristics
Particle size composition
Clay content
Particle size distribution curve||tt ||Soil gradation
Particle analysis
Effective particle size (DIO)
Average particle size (DSO)
Controlled particle size (D6O)||tt| |Uneven hook coefficient (C)
Curvature coefficient (Ce)
Particle size modulus (M.)
Particle group division
Cumulative curve
Particle sorting
Particle shape
Spherical
Elliptical
Rhombus
AngularbZxz.net
GB/T9649.21—2001
Engineering Geology
English translation
Geological historial analysisEngineering geological test
Engineering geological calculationEngineering geological analogyGranulometric composition of soilMineral composition of soil and rockChemical composition of soil and rockSoilwater
Interaction of soil and waterStructure feature of soil massDiscontinuity of rock mass
Structural clement
Structural type of rock massStructural type of soil massGrain shape
Grain size||tt ||Surface features of grain
Graingrade
Granulometric composition
Content of clay particle
Grain size distribution curveGrain-size distribution of soilGrain-size analysis
Effective grain size
Mean grain size
Control grain size
Coefficient of non-uniformityCoefficient of curvity
Modulus of granularity
Grain size division
Accumulation curve
Grain sortation
Spherical shape
Ellipsoidal shape
Perfectly round shape
Columnar
Lamellar
Angular
Mathematical mechanics analysis
Engineering geological analogy
Rock and soil structure
Grain Diameter size
Particle composition
Mechanical composition
Particle distribution curve
Particle size distribution
Particle size composition
Uneven particle coefficient
YSCBAD
GCBADA
GCBADB|| tt||GCBADC
GCBADD
GCBADE
GCBADF
GCBADG
GCBADH
GCBADI
GCBADJ||tt| |Irregular shape
Semicircular
Oblate
Chinese character name
Surface characteristics of particles
Smooth surface
Rough surface
boulder (block stone) group
pebble (gravel) group
Rounded gravel (angular cobbles) group
Sand group
Silt group
Clay group
Colloid group
Gravel Group
Coarse gravel group
Fine gravel group
Soil gradation
Good gradation (W)
Poor gradation (P)|| tt||Particle sorting
Good sorting
Medium sorting
Poor sorting
Mineral composition of rock and soil
Types of rock and soil minerals
Mineral Isoelectric pH Value| |tt||Silicon-aluminum ratio
Organic matter content
Clay mineral content
Rock and soil mineral types
Primary minerals
Parent rock debris||tt ||Monomineral
Secondary minerals
Secondary silica
Clay minerals
Sesquioxides
Water-soluble salts||tt| |Easily soluble salt
Medium soluble salt
Poorly soluble salt
Organic matter
Animal and plant remains
Humus
GB/T 9649.21—2001
Engineering Geology
English Translation
Irregular
Semicircular
Oblate
Surface smooth
Surface rough
Boulder(block) grain grade
Cobble(angular cobble) grain gradePebble(angular cobble)grain gradeSand grain grade
Silt grain grade
Clay grain grade||tt ||Colloid grain grade
Gravel grain grade
Coarse gravel grain grade
Fine gravel grain grade
Well grain size distributionPoor grain size distributionWell-sorted
Moderately sorted
Poorlysorted
Mineral kinds of soil and rockIsoelectric pH value of mineralSilic-alum rate
Content of organic matters
Content of clay mineral
Primary mineral
Fragment of mother rock
Monomineral
Secondary mineral
Secondary silica
Clay mineral
Sesquioxide
Water soluble salt
Lyso-soluble salt
Medium-soluble salt||tt ||Bad-soluble salt
Organic material
Remains of animal and plant
Low sorting degree
High sorting degree
Molecular ratio silicon aluminum
Specific molar ratio
GCBCAA
GCBCAB|| tt||GCBCAC
GCBCAD
GCBCAE
GCBCBA
GCBCBB
GCBCCA
GCBCCB
GCBCCC||tt| |GCBCCD
GCBCCE
GCBCCF
GCBCCG
GCBCCH
GCBCDA
GCBCDB
GCBCDC
GCBCFA
GCBCFB
GCBEAB
GCBEAC
GCBEAD
GCBEAE| |tt||GCBEAF
GCBEAG
GCBEBA
GCBEBC
Charcoal
Chinese character name
Chemical composition of rock and soil||tt ||Sesquioxide content
Aluminum oxide content
Ferric oxide content
Free aluminum oxide content
Free ferric oxide content
Total silicon dioxide content
Free silicon dioxide content
Ferrous oxide content
Manganese oxide content|| tt||Titanium oxide content
Phosphorus pentoxide content
Calcium oxide content
Magnesium oxide content
Sodium oxide content
Potassium oxide content|| tt||Soluble salt content
Medium soluble salt content
Poorly soluble salt content
Loss on ignition
Hydrated cation content
Hydrated cation Type
Water in the soil
Type of water in the soil
Maximum adsorption water bath capacity| |tt||Maximum molecular water solubility
Types of water in soil
Bound water inside minerals
Crystal water
Structural water
Zeolite water|| tt||Bound water on the surface of soil particles
Adsorbed water
Film water
Interaction between soil and water
Specific surface area
Internal surface area||tt ||Surface area
Surface energy
Thermodynamic potential
Electromotive potential
Mode of action between soil particles and water
Ion exchange capacity
Cation exchange capacity
Ion exchange constant
GB/T9649.212001
Engineering Geology
English Translation
Plant charcoal
Content of sesquioxide
Content of aluminum
Content of ferric oxide|| tt||Content of free aluminum
Content of freeferric oxide
Content of silica
Contentof freesilica
Content of ferrous oxide
Content of manganese oxide| |tt||Content of titanium oxide
Content of phosphorus pentoxideContent of calcium oxide
Content of magnesium oxide
Content of sodium oxide
Content of potassiumn oxide||tt ||Content of lyso-soluble saltContent of medium-soluble saltContentof bad-solublesalt
Burnable quantity
Content of hydrobase-exchangeKinds of hydrobase-exchange
Type of soil water
Maximum absorbed water volumeMaximum molecular water volumeBound water inside the mineralCrystal water
Constitutional water
Zeolitic water
Bound water on mineral surfaceHydroscopic water
Pellicularwater
Specific surface area
Internal surface area
External surface area
Surface energy
Thermal-electric potential
Electric potential
The mode of action between grain and waterCapability of ion- exchange
Capacity of base-exchange
Ion-exchang constant
Loss on ignition
Chemically bound water
Physically bound water
Strongly bound water
Weakly Bound water
GCBEBD
GCBEBE
GCBEBF
GCBEBG
GCBEBH
GCBEBI
GCBEBJ
GCBECA
GCBECB
GCBECC
GCBEDA
GCBEEA
GCBEEB
GCBEEC
GCBEAG
GCBECA
GCBECC
GCBEDA
GCBEEA|| tt||Chinese character name
Exchangeable Ca ion content
Exchangeable Mg ion content
Exchangeable K ion content
Exchangeable Na ion content
Exchangeable AI ion content
Exchangeable H ion Content
Replaceable ion type
Hydrophilicity of clay minerals
Activity index
Activity level of clay soil
Micellar structure||tt ||Electrokinetic phenomenon
Electroosmotic coefficient
Electrophoretic potential
Mode of action between soil particles and water
Adsorption
High-lysis||tt| |Ion exchange
Coagulation
Dispersion
Hydrophilicity of clay minerals
Strongly hydrophilic||tt| |Moderately hydrophilic
Weakly hydrophilic
Activity grade of clay soil
Inactive
Normal active
Active|| tt||Micelle structure
Colloidal particles
Double electrical layer
Counter ion layer
Fixed layer
Diffuse layer
Electrokinetic phenomenon
Soil structural characteristics
Basic unit of soil structure
Structural connection type
Bond type
GB/T9649.21-2001
Engineering Geology
English translation
Exchange-Ca ion capacity
Exchange-Mg ion capacity
Exchangepotassium-ion capacityExchange sodium-ion capacityExchange aluminum-ion capecityExchange hydrogen-ion capacityType exchangeable ones
Degree of hydrophilicity of clay mineralActivityindex
Grade of activity of clay mineralColloidal cluster structure
Electrokineticphenomena
Electro-osmotic transmissionMigration potential
Adsorption action
Dissociation action
Ion-exchange action
Condensation action
Dispersion action
Strong hydrophilicity
Medium hydrophilicity
Weak hydrophilicity
Non-active
Normal active
Active
Colloidal cluster
Colloidal particle
Colloidal nucleus
Colloidal grain
Double electrical layer
Counter ion layer
Adsorbed layer
Diffusion layer
Electro-osmosis
Electro-phoresis||tt| |Texture fundamental element of soilType of texture bond
Type of cementation
coagulation
gelation
peptization
stabilization
adsorption layer
active layer||tt| |Contact type
Structural connection force
Chinese character name
Particle arrangement
Soil structure grade
Soil structure type
Soil sensitivity (st)
Pore type in soil
Orientation index (FI)
Morphological index (in a)
Basic unit of soil structure
Single Granule
Aggregate
Agglomerate
Outer granule
Selected aggregate
Flocculate
Connector
Matrix Body
Structural bonding type
No bonding
Capillary water bonding
Bound water bonding
Strongly bound water bonding
Weakly bound water bonding
Bond connection
Ice connection
Contact connection
Key connection
In-phase contact connection
Crystal connection
Rigidity even Cementation
Cementation type
Salt crystal cementation
Silica cementation
Ferric cementation
Calcium cementation
Mud cementation|| tt||Contact type
Distant cohesion contact
Near cohesion
Transitional contact
In-phase contact
Surface-to-surface contact
GB/T9649.21—2001
Engineering Geology
English translation
Contact type
Force of texture bond
Form of grain arrangement
Texture grade of soil
Texture type of soil
Degree of sensitivity of soilPore type in soil
Fabricindex
Formindex
Single body
Assemblagebody| |tt||Aggregate grain
Aggregation body
Coated grain
Lamina body
Floccule body
Connector body
Matrixbody||tt ||Non-bond
Capillarybond
Bound water bond
Strong bound water bond
Weak bound water bond
Cementation bond
Icebond
Contactbond
Link bond
Phase contact bond
Crystalline bond
Rigid bond
Salt crystal cement
Siliceous cement
Ferruginous cement
Calcareous cement
Pelitic cement
Remote aggregation contact
Close aggregation contact
Transient contact
Phase contact
Face-face contact
Structural index
Clasts
Agglomerates
Clay bridgesClay
Water bond
Water-gel bond||tt ||Ring support
Solid contact connection
GCBGAA
GCBGAB
Edge-edge contact
Edge-surface contact
Structure Connecting force
Hydrogen bond force
Molecular attraction
Magnetic force
Electrostatic attraction
Capillary force
Interparticle repulsion||tt ||Chinese character name
Granular arrangement
Single-grain cube arrangement
Single-grain tetrahedral arrangement
Single-grain rhombus arrangement
Inlay arrangement|| tt||Soil structure grade
Macrostructure
Mesostructure
Microstructure
Ultrastructure
Soil structure type
Loose single grain structure
Dense single grain structure| |tt||Mosaic structure
Honeycomb structure
Skeleton structure
Matrix structure
Element flow structure
Laminar structure|| tt||spongy structure
pseudoglobose nodule Structure
Domain structure
Dispersed structure
Agglomerated structure
Piece pile structure
Piece frame structure
Pore types in soil| |tt||Pores within the unit
Pores between units
Overhead holes
Pores between embedded particles
Structural surfaces of rock mass
Genesis types of structural surfaces
Structural surface grade
GB/T 9649.21—2001
Engineering geology
English translation
Edge-edge contact
Edge-face contact
Ionic bonding force
Hydrogen bonding force
Molecular attraction
Magnetive attraction
Electrostatic attraction
Capillaryforce
Interparticle repulsion
Arrangement of square body single particleArrangement of tetrahedral single particleArrangement of rhombohedron single particleArrangement of mosaic
Macro texture
Mesotexture
Micro texture
Ultrastructure
Loose texture of single particleCompact texture of single particleMosaic texture|| tt||Honey-comb texture
Skeletal texture
Matrix texture
Turbulent texture
Laminar texture
Floccus texture
Pseudoglobular texture
Domain texture
Dispersion texture
Flocculent texture
Book-house texture
Card-house texture
Pore in liberation
Pore of liberation separate| |tt||Overhead pore
Mosaic intergranular pore
Dissolution pore
Genesis type of discontinuityGrade of discontinuity
Van der Waals force
Dipole force
Framework structure
Laminar structure
Cotton-like structure
Dispersed structure|| tt||Page-shaped cluster knot
Box structure21—2001
Engineering Geology
English Translation
Edge-edge contact
Edge-face contact
Ionic bonding force
Hydrogen bonding force
Molecular attraction
Magnetive attraction
Electrostatic attraction
Capillaryforce
Interparticle repulsion
Arrangement of square body single particleArrangement of tetrahedral single particleArrangement of rhombohedron single particleArrangement of mosaic
Macro texture
Mesotexture
Micro texture
Ultrastructure
Loose texture of single particleCompact texture of single particleMosaic texture|| tt||Honey-comb texture
Skeletal texture
Matrix texture
Turbulent texture
Laminar texture
Floccus texture
Pseudoglobular texture
Domain texture
Dispersion texture
Flocculent texture
Book-house texture
Card-house texture
Pore in liberation
Pore of liberation separate| |tt||Overhead pore
Mosaic intergranular pore
Dissolution pore
Genesis type of discontinuityGrade of discontinuity
Van der Waals force
Dipole force
Framework structure
Laminar structure
Cotton-like structure
Dispersed structure|| tt||Page-shaped cluster knot
Box structure21—2001
Engineering Geology
English Translation
Edge-edge contact
Edge-face contact
Ionic bonding force
Hydrogen bonding force
Molecular attraction
Magnetive attraction
Electrostatic attraction
Capillaryforce
Interparticle repulsion
Arrangement of square body single particleArrangement of tetrahedral single particleArrangement of rhombohedron single particleArrangement of mosaic
Macro texture
Mesotexture
Micro texture
Ultrastructure
Loose texture of single particleCompact texture of single particleMosaic texture|| tt||Honey-comb texture
Skeletal texture
Matrix texture
Turbulent texture
Laminar texture
Floccus texture
Pseudoglobular texture
Domain texture
Dispersion texture
Flocculent texture
Book-house texture
Card-house texture
Pore in liberation
Pore of liberation separate| |tt||Overhead pore
Mosaic intergranular pore
Dissolution pore
Genesis type of discontinuityGrade of discontinuity
Van der Waals force
Dipole force
Framework structure
Laminar structure
Cotton-like structure
Dispersed structure|| tt||Page-shaped cluster knot
Box structure
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