Results 11 to 20 of about 78,116 (297)

Experimental Study on Small-Strain Shear Modulus of Unsaturated Silty-Fine Sand

open access: yesApplied Sciences, 2022
The small-strain stiffness of soil is significant in the accurate prediction of the deformation caused by interactions between foundation soil and structures.
Kai Yan   +4 more
doaj   +3 more sources

Determining Shrinkage Cracks Based on the Small-Strain Shear Modulus–Suction Relationship

open access: yesGeosciences, 2019
This research aims to propose the use of spectral analysis of surface wave (SASW) tests along with in-situ suction measurements for non-destructive determination of shrinkage cracks.
Avishek Shrestha   +5 more
doaj   +4 more sources

Cyclic Loading Test for the Small-Strain Shear Modulus of Saturated Soft Clay and Its Failure Mechanism

open access: yesGeofluids, 2021
Small-strain shear modulus, Gmax, is a key evaluation index to study the dynamic characteristics of soil in geotechnical engineering. It is widely adopted to evaluate the stiffness of soft soil in soil dynamic engineering.
Zhende Zhu   +4 more
doaj   +3 more sources

Enhancing the CPT correlation with the small strain shear stiffness of sands

open access: yesAin Shams Engineering Journal, 2017
The cone penetration test (CPT) is a valuable geotechnical insitu test. Yet, the CPT correlations with the small strain shear modulus and seismic shear wave velocity still need more research to enhance their accuracy.
Sayed M. Ahmed
doaj   +2 more sources

Evaluation of small-strain shear modulus of Fontainebleau sand based on innovative pressuremeter probe testing in a calibration chamber

open access: yesCanadian geotechnical journal (Print), 2021
International audienceThis paper presents an experimental study aimed at evaluating the measuring capabilities of an innovative monocellular pressuremeter probe, the Monocell Francis Cour probe, based on calibration testing in the laboratory.
Dupla, Jean-Claude   +4 more
core   +2 more sources

Small-strain shear modulus of calcareous sand under anisotropic consolidation

open access: yesCanadian geotechnical journal (Print), 2021
In this study, the small strain shear modulus of a calcareous sand was investigated by conducting bender element tests on both horizontal and vertical planes.
Hu, Jian   +5 more
core   +2 more sources

Influence of time on the small strain shear modulus of an allophanic volcanic ash [PDF]

open access: yesE3S Web of Conferences
The small strain shear modulus is an important parameter in the assessment of soil dynamics problems. Studies on the small strain shear stiffness of volcanic ash remain rare probably because globally they cover just under 1% of the land surface. However,
Gobin Mukteshwar   +4 more
doaj   +4 more sources

Comparison of small-strain shear modulus and Young’s modulus of dry sand measured by resonant column and bender–extender element

open access: yes, 2019
The small-strain shear modulus and Young’s modulus of dry sand are simultaneously measured by resonant column and bender–extender element tests. Two different methods are adopted to calibrate the resonant column and the results indicate that the ...
Hu, Chao   +3 more
core   +2 more sources

Small strain shear modulus of saturated and unsaturated cohesive soils under anisotropic consolidation

open access: yesSoils and Foundations
Cohesive soils in nature are created under anisotropic stress and have various stress histories. Embankments generate greater vertical loads underground. Moreover, associated excavation activities can exacerbate the extensional stress state.
Ngoc Bao Le   +2 more
doaj   +2 more sources

Mechanical Properties and Engineering Applications of Special Soils—Dynamic Shear Modulus and Damping of MICP-Treated Calcareous Sand at Low Strains

open access: yesApplied Sciences, 2022
Calcareous sand deposits are widespread along the shoreline in tropical and subtropical regions. Microbially induced calcite precipitation (MICP) treatment is a new method for improving the soil’s stiffness and strength.
Xinlei Zhang   +8 more
doaj   +1 more source

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