Results 31 to 40 of about 1,433 (178)
Effect of Shear Strength of Soft Clay on The Mobilized Tensile Force in A Geosynthetic Reinforcement in A Reinforced Foundation Pad [PDF]
A validated three-dimensional finite element model is used to investigate the effect of the shear strength of a native soft clay on the value of the tensile force mobilized along a geosynthetic reinforcement in a reinforced foundation pad underneath a ...
Morsy Mohamed S. +2 more
doaj +1 more source
Studying Soil Undrained Shear strength Due to Driving Piles Using Seismic Cross-Hole Technique [PDF]
The study is intended for geotechnical engineers who deal with the construction of deep foundations using driving piles with the implementation of seismic cross-hole technique to estimate the accompanying increase (or decrease) in soil shear strength ...
Hussein H. Karim +2 more
doaj +1 more source
This study investigates the selection of shear strength parameters for cohesive soil subsoils in the stability analysis of embankments in undrained conditions.
Grzegorz Wrzesiński +3 more
doaj +1 more source
Modeling Undrained Shear Strength of Sensitive Alluvial Soft Clay Using Machine Learning Approach
Soft soils are commonly located in many regions near seas, oceans, and rivers all over the world. These regions are vital and attractive for population and governments development. Soft soil is classified as problematic soil owing to sustaining low shear
Mohamed B. D. Elsawy +2 more
doaj +1 more source
Effects of Strain Rates on the Undrained Shear Strength of Kaolin
Abstract In recent times, interest in dynamically installed foundation systems for deep-sea construction has increased; however, these foundation systems are still under development and need quantification of various soil parameters with different perspectives.
Nanda, S. +9 more
openaire +4 more sources
The stress distribution and variation inside loosely deposited construction waste soil are highly complex. In particular, the continuous filling process alters the initial shear stress, which may significantly change the instability behavior of the waste
XU Wendong 1, 2, TANG Zhenghui 3, LIU Xianlin 1, 3, SHAO Yu 3, MI Decai 3, LÜ Xilin 1, 2
doaj +1 more source
The graphical abstract illustrates a reconstructed in situ thermo‐hydro‐mechanical (THM) framework in which porosity serves as the central variable linking stress, pore pressure, and temperature to evolving mechanical properties of rocks. Under burial conditions, in situ stress, pore pressure, and temperature jointly govern volumetric strain and ...
Mingyuan Lu +5 more
wiley +1 more source
A Method for Correcting Undrained Shear Strength for Sample Disturbance
ABSTRACT In order to find out an appropriate method for correcting the undrained shear strength for sample disturbance, a series of triaxial compression tests is performed on mixed soil samples having wide range of plasticity index. Conditions of the ideal and perfect samples are brought to by the K0 consolidation and the shear stress release after ...
NAKASE, AKIO +2 more
openaire +2 more sources
The undrained shear strength of organic soils can be evaluated based on measurements obtained from the dilatometer test using single- and multi-factor empirical correlations presented in the literature.
Zbigniew Lechowicz +3 more
doaj +1 more source
[Introduction] In order to determine soil strength parameters more accurately and reliably, based on domestic and foreign engineering experience and research results, this paper proposes a practical method to obtain the undrained shear strength of clay ...
LI Zhongxin +4 more
doaj +1 more source

