Results 1 to 10 of about 115,818 (167)

LOW-COST ELECTRO-MECHANICAL PRESS FOR DETERMINING PRE-CONSOLIDATION PRESSURE [PDF]

open access: yesEngenharia Agrícola, 2022
The pre-consolidation pressure is a soil parameter indicating the maximum load that can be supported without irreversible deformation. However, the commercially available equipment for such determination is very expensive, limiting studies on this ...
Thiago F. Duarte   +4 more
doaj   +1 more source

Experimental analysis on the consolidation of Tunis soft soil improved by multiple Prefabricated Vertical Drains [PDF]

open access: yesE3S Web of Conferences, 2023
The purpose of this paper is to experimentally investigate the consolidation of the reconstituted Tunis soft soil ‘TSS’ improved by Prefabricated Vertical Drains PVD.
Ben Khalifa Marwa   +2 more
doaj   +1 more source

Analysis of Land Subsidence in Peatlands in the Awareness Area of Pekanbaru, Riau, Indonesia

open access: yesJGEET: Journal of Geoscience, Engineering, Environment and Technology, 2023
This study area is administratively located in Parit Indah District, Bukit Raya District, Pekanbaru City, Riau Province. Geographically, the research area is located at coordinates 0° 28' 30.92" N 101° 28' 9.45" E N 0° 27' 25.63" - 101° 29' 47.30" E. The
kevin travis   +3 more
doaj   +1 more source

Effect of Loading Duration on the Parameters Obtained from Consolidation Test [PDF]

open access: yesEngineering and Technology Journal, 2013
Consolidation properties of clay soils are evaluated in the laboratory using the one-dimensional consolidation test. The one-dimensional consolidation testing procedure was first suggested by Terzaghi (1925).
Mohammed A. Mahmud Al-Neami
doaj   +1 more source

Investigation of an Empirical Creep Constitutive Model of Changsha Red Loam

open access: yesBuildings, 2023
To describe and predict the creep deformation of Changsha red loam (including sandy soil and silty clay) in China, an empirical creep model was proposed based on a laboratory consolidation compression test. Two classical soil layers were sampled from the
Lin Long, Zhida Li, Yunyu Li
doaj   +1 more source

Permeability coefficient tests in non-cohesive soils

open access: yesPrzegląd Naukowy Inżynieria i Kształtowanie Środowiska, 2020
The paper aims to comparison the permeability coefficient in non-cohesive soils by the method of test pumping and based on tests in a consolidometer. The tests were carried out on 18 types of non-cohesive soils with different fraction. Pumping tests were
Grzegorz Wrzesiński
doaj   +1 more source

Some remarks on the pore water pressure dissipation patterns from the one-dimensional consolidation test [PDF]

open access: yesArchives of Civil Engineering, 2022
The pattern of pore water pressure dissipation from the one-dimensional consolidation test significantly affects the calculated value of the coefficient of consolidation. This paper discusses the interpretation methodology for laboratory dissipation data
Bartłomiej Szczepan Olek
doaj   +1 more source

Finite element analysis of soft foundation treatment by thermal drainage consolidation of group well [PDF]

open access: yesE3S Web of Conferences, 2020
Thermal drainage consolidation method is a new technology of soft foundation treatment, which involves the coupling of thermo-hydro-mechanical field, and the action mechanism is complex.
Le Kang   +4 more
doaj   +1 more source

Experimental study on consolidation and hydraulic behaviors of Victorian brown coal

open access: yesYantu gongcheng xuebao, 2019
The Victorian brown coal is usually considered as a kind of intermediate geotechnical material (IGM), which has the properties between traditional rocks and soft soils.
LIU Kan 1, LI Zhong-cheng 1, YANG Min 2
doaj   +1 more source

Influence of load increment ratio on one-dimensional consolidation behaviour [PDF]

open access: yesMATEC Web of Conferences, 2018
In this study, we conducted a stage loading consolidation test with varying load increment ratio and investigated its effect. By adjusting the primary consolidation ratio of one-dimensional consolidation analysis with secondary consolidation taken into ...
Yoshidomi Takahiro   +2 more
doaj   +1 more source

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