The purpose of the Geotechnical Testing Journal is (1) to provide a high-quality publication that informs the profession of new developments in soil and rock testing and related fields; (2) to provide a forum for the exchange of information, particularly that which leads to the development of new test procedures; and (3) to stimulate active participation of the profession in the work of ASTM International Committee D18 on Soil and Rock and related information. The editorial scope of this journal covers test methods for soil and rock, sampling, nomenclature, and practices relating to the determination of properties and behavior of soil and rock for engineering purposes, and for soil as a medium for plant growth.
《岩土工程测试杂志》的目的是：（1）提供一份高质量的出版物，向专业人士介绍土壤和岩石测试及相关领域的新发展;（2）提供一个信息交流的论坛，特别是那些导致新试验程序开发的信息;及（3）鼓励专业人士积极参与ASTM国际委员会D18有关土壤及岩石及有关资料的工作。本期刊的编辑范围包括土壤和岩石的试验方法、取样、命名、与工程用土壤和岩石的性质和行为测定相关的实践，以及土壤作为植物生长介质。
The Flow Index of Clays and Its Relationship with Some Basic Geotechnical Properties
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20180110
Damage Evolution and Failure Behavior of Sandstone under True Triaxial Compression
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170295
Matric Suction and Volume Characteristics of Compacted Clay Soil under Drying and Wetting Cycles
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170310
Local and Global Volumetric Strain Comparison in Sand Specimens Subjected to Drained Cyclic and Monotonic Triaxial Compression Loading
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170054
Ammonium-Free Carbonate-Producing Bacteria as an Ecofriendly Soil Biostabilizer
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170353
The Loading Test on the Singe Pile with Pile Cap in Transparent Soil Model
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170153
Element Nail Pullout Tests for Prediction of Soil Nail Pullout Resistance in Expansive Clays
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170431
Experimental Study of Factors Controlling Tilt-Test Results Performed on Saw-Cut Rock Joints
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170375
Assessment of bentonite compatibility with salinity using centrifugation-based water retention
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170207
Effect of Filling Humidity on the Propagation of High-Amplitude Stress Waves through an Artificial Joint
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170192
An Innovative Experimental Setup for Characterizing Friction Fatigue during Cyclic Jacking of Piles in Dense Sand
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170393
Three-dimensional Reconstruction and Growth Factor Model for Rock Cracks under Uniaxial Cyclic Loading/Unloading by X-ray CT
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170407
Stress Distributions and Pullout Responses of Extensible and Inextensible Reinforcement in Soil Using Different Normal Loading Methods
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20180102
Storage Duration Effects on Soft Clay Samples
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170426
A New Physical Model for Studying Flow Direction and Other Influencing Parameters on the Internal Erosion of Soils
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170301
Experimental Study on Uplift Behavior of Group Anchors in Sand
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170430
A Direct-Push Crosshole (DPCH) Test Method for the In Situ Evaluation of High-Resolution P- and S-Wave Velocities
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170382
Development of an Innovative Liner Leak-Detection Technique
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170292
Laboratory Investigation on Quasi-Static Penetration Testing Using SPT Sampler in Soft Clay Bed
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170127
Two Methods to Detect Poorly Sealed Monitoring Wells Using Pumping Test Data in a Confined Aquifer
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170032
Performance of Fully Grouted Piezometers under Transient Flow Conditions: Field Study and Numerical Results
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170290
Field Permeability Tests: Importance of Calibration and Synchronous Monitoring for Barometric Pressure Sensors
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20160306
Dynamic Response of Segmental Lining Tunnel
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170419
The Effects of Soil Erosion Characteristics on Critical Filter Design in Embankment Dams
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170323
Verification of an Internal Close-Range Photogrammetry Approach for Volume Determination during Triaxial Testing
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170125
Alternate Procedures for Swell Index Testing of Granular Bentonite from GCLs
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20180075
Novel Laboratory Pullout Device for Conventional and Helical Soil Nails
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170319
Bearing Capacity of Circular Foundation on Sand Layer of Limited Thickness Underlain by Rigid Rough Base Subjected to Eccentrically Inclined Load
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170420
Analysis of Vertical Piles Embedded in Organic Soil under Oblique Pull-Out Load
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170178
Feasibility Study of Anchored Fiber-Optic Strain-Sensing Arrays for Monitoring Soil Deformation beneath Model Foundation
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170321
Development and Application of a Test System for Modeling Tunnel Excavation with Transparent Rock Surrogate
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170119
Combined P- and S-Wave Measurements by Seismic Dilatometer Test (SPDMT): A Case History in Bondeno (Emilia Romagna, Italy)
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20180233
The New Scope of Frictionless Triaxial Apparatus—Disturbed Sand Testing
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170223
Calibration Experiment for Seepage Monitoring Using Fiber Bragg Grating Hydrothermal Cycling Integration System
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170179
Measuring Six-Degree-of-Freedom Movements of Buried Objects in Soil Using a Magnetometer
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170328
Lithium Extraction to Determine Ammonium in the Exchange Complex of Bentonite
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170004
Test Method Evaluation and Model Development for Erodibility Properties of Cementitiously Stabilized Layers
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170052
Closure to “Discussion of ‘Axial Uplift Behavior of Belled Piers in Sloping Ground’ by F. A. B. Danziger, C. Pereira Pinto, A. P. Ruffier, and M. P. Pacheco”
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20180048
Estimation of Permeability Function for Bulyanhulu Tailings
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170303
Update of the History of ASTM Committee D18 on Soil and Rock (1996–2005)
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20180383
Study on the Application of Ultrasonic Wave in Foundation Settlement Monitoring
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170296
Self-Weight Consolidation Prediction Method Considering Properties of Segregating Sedimentation
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170225
A tensile strength apparatus with the facility to monitor negative pore-water pressure
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170354
Compaction Effort for Uniform Laboratory-Prepared Cohesionless Soil Bed
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20180024
Using Time Domain Reflectometry to Determine Depth of Fouling and Fouling Type in Railway Track Substructure
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170305
A New Triaxial Apparatus Imposing Nonuniform Shearing for Deep Learning of Soil Behavior
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170331
Alignment of Vertical and Inclined Jet Grout Columns for Waterproofing
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20180324
Soil Plasticity Variability and Its Effect on Soil Classification
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170273
Update of the History of ASTM Committee D18 on Soil and Rock (2006–2015)
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20180231
Full-Match Method to Determine the Coefficient of Radial Consolidation
来源期刊：Geotechnical Testing JournalDOI：10.1520/GTJ20170459
