Results 31 to 40 of about 235,469 (330)

Anisotropic creep model for soft soils [PDF]

open access: yes, 2008
In this paper a new anisotropic model for time-dependent behaviour of soft soils is presented. The formulation is based on a previously developed isotropic creep model, assuming rotated Modified Cam Clay ellipses as contours of volumetric creep strain ...
Academy of Finland Grant 210744 (Funder)   +6 more
core   +1 more source

The Effect of Moisture Content at Compaction and Grain Size Distribution on the Shear Strength of Unsaturated Soils

open access: yesSustainability, 2023
The soil moisture content at shearing and other factors, including dry density and grain size, influence its shear strength. This study investigated the effect of moisture content at compaction and grain size distribution on the unsaturated soil shear ...
Waqar Ahmad, T. Uchimura
semanticscholar   +1 more source

Dynamic Properties of Granulated Rubber Using Different Laboratory Tests

open access: yesBuildings, 2021
Due to the socio-environmental hazards arising from the stockpiling of disposed scrap tires, the necessity to utilize such material in civil construction and other applications is deemed mandatory.
Ahmed Moussa   +2 more
doaj   +1 more source

Dilatancy relation for overconsolidated clay [PDF]

open access: yes, 2017
A distinct feature of overconsolidated (OC) clays is that their dilatancy behavior is dependent on the degree of overconsolidation. Typically, a heavily OC clay shows volume expansion, whereas a lightly OC clay exhibits volume contraction when subjected ...
Gao, Zhiwei, Yin, Zhen-Yu, Zhao, Jidong
core   +2 more sources

Study on “Triaxial Loading-Unloading-Uniaxial Loading” and Microscopic Damage Test of Sandstone

open access: yesFrontiers in Earth Science, 2020
To study the weakening process, deformation, and failure characteristics of rock masses surrounding deep chambers under complex stress environments, triaxial loading tests along with triaxial loading/unloading followed by uniaxial loading tests were ...
C. Yuan   +5 more
semanticscholar   +1 more source

Experimental analysis of cement-treated red sandstone coarse-grained soil and its microstructural evolution

open access: yesCase Studies in Construction Materials, 2022
This study purposes to quantify comprehensively the potential of cement-treated red sandstone coarse-grained soil as a subgrade filler in highway engineering.
Jue Li, Junfeng Qian, Chengjun He
doaj   +1 more source

Nonlinear criteria and the influence of the average principal stress on rocks destruction [PDF]

open access: yes, 2018
Purpose. Consider possible series methods of Mohr-Coulomb nonlinear criterion that takes into account stresses in the plane of fracture. Investigate the influence of the average principal stress on rocks destruction when cylinder modeling under axial and
Olovyannyy, A
core   +1 more source

Improving Shear Strength of Clay by using Cement Column Reinforcement under Consolidated Undrained Test

open access: yesInternational Journal of Technology, 2015
Cement column reinforcement is a method of soil reinforcement used in the field to increase soil's shear strength and decrease soil's compressibility.
Damrizal Damoerin   +2 more
doaj   +1 more source

Engineering geological and geotechnical properties of till soil of the Middle Pleistocene glacial period [PDF]

open access: yesEstonian Journal of Earth Sciences, 2019
Glacial deposits make up the biggest volume of deposits of the Quaternary system in Lithuania. The deposits of the Medininkai glacial period are spread across the entire territory of Lithuania, but occur on the surface only in the southeastern area.
Ieva Lekstutytė   +3 more
doaj   +1 more source

Micromechanical analysis of kinematic hardening in natural clay [PDF]

open access: yes, 2009
This paper presents a micromechanical analysis of the macroscopic behaviour of natural clay. A microstructural stress-strain model for clayey material has been developed which considers clay as a collection of clusters.
Academy of Finland (Grant 210744) (Funder)   +9 more
core   +1 more source

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