Mechanism of improvement in the strength and volume change behavior of lime stabilized soil

AK Jha, PV Sivapullaiah - Engineering Geology, 2015 - Elsevier
An attempt has been made to bring out the influence on strength and volume change
behavior of fabric changes and new cementitious compound formation in a soil upon …

[图书][B] Triaxial testing of soils

PV Lade - 2016 - books.google.com
Triaxial Testing of Soils explains how to carry out triaxial tests to demonstrate the effects of
soil behaviour on engineering designs. An authoritative and comprehensive manual, it …

Use of mercury intrusion porosimetry for microstructural investigation of reconstituted clays at high water contents

S Sasanian, TA Newson - Engineering Geology, 2013 - Elsevier
The use of mercury intrusion porosimetry to investigate the fabric of different porous media is
becoming more common. In this study, the effects of variations in moisture content on the …

Microporosity structure of coarse granular soils

LM Zhang, X Li - Journal of Geotechnical and Geoenvironmental …, 2010 - ascelibrary.org
To date the microporosity structures of coarse soils with various coarse/fines contents are
still not fully understood. In this study, the pore-size distributions (PSDs) of five types of soil …

Laboratory evaluation of the behavior of a geotextile reinforced clay

R Noorzad, SH Mirmoradi - Geotextiles and Geomembranes, 2010 - Elsevier
To evaluate the behavior of cohesive soil reinforced with a geotextile, 144 unconfined and
72 unconsolidated–undrained (UU) triaxial compression tests were conducted. The moisture …

[图书][B] The importance of clay in geotechnical engineering

N Ural - 2018 - books.google.com
Clay is a very important material in geotechnical engineering, because it is often observed in
geotechnical engineering practice. Generally, this soil type has numerous problems due to …

Pore-size changes and responses of kaolinite with different structures subject to consolidation and shearing

CY Yu, JK Chow, YH Wang - Engineering Geology, 2016 - Elsevier
In this paper, the responses of kaolinite samples with two different soil structures, ie,
unwashed and pH 7.8 samples, under 1-D consolidation, isotropic loading–unloading and …

Effects of freezing-thawing and cyclic loading on pore size distribution of silty clay by mercury intrusion porosimetry

ZL Zhang, ZD Cui - Cold Regions Science and Technology, 2018 - Elsevier
With the development of urban rail transposition, the long-term deformation of soft clay under
the subway vibration loading has drawn wide attention by researchers and engineers …

[PDF][PDF] 饱和细粒土固结过程的三维孔隙演化特征

刘治清, 宋晶, 杨玉双, 任玉琦 - 工程地质学报, 2016 - dsjyj.com.cn
摘要孔隙作为软土的重要组成单元, 在软土性质发生改变时其变化最直接, 最明显.
研究软土固结过程中孔隙演化特征, 对于认识软土排水固结机制具有重要理论意义 …

Mechanical behaviour of bimodal kaolin clay with aggregates

V de Oliveira Kühn, BCFL Lopes, B Caicedo… - Engineering …, 2022 - Elsevier
Soil structure has been recognised as a key feature in the understanding of soil's
mechanical behaviour, and research efforts have been made trying to relate them. However …