Titlebook: Geotechnical Characterisation and Geoenvironmental Engineering; IGC 2016 Volume 1 V. K. Stalin,M. Muttharam Conference proceedings 2019 Spr

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书目名称Geotechnical Characterisation and Geoenvironmental Engineering影响因子(影响力)




书目名称Geotechnical Characterisation and Geoenvironmental Engineering影响因子(影响力)学科排名




书目名称Geotechnical Characterisation and Geoenvironmental Engineering网络公开度




书目名称Geotechnical Characterisation and Geoenvironmental Engineering网络公开度学科排名




书目名称Geotechnical Characterisation and Geoenvironmental Engineering被引频次




书目名称Geotechnical Characterisation and Geoenvironmental Engineering被引频次学科排名




书目名称Geotechnical Characterisation and Geoenvironmental Engineering年度引用




书目名称Geotechnical Characterisation and Geoenvironmental Engineering年度引用学科排名




书目名称Geotechnical Characterisation and Geoenvironmental Engineering读者反馈




书目名称Geotechnical Characterisation and Geoenvironmental Engineering读者反馈学科排名

飞来飞去真休

弯弯曲曲

https://doi.org/10.1007/978-3-642-93077-5strain (~ 1 × 10.%) to high strain (>1%), and can be used to evaluate the modulus reduction curve over the investigated wide range of strain. The capability of on-sample transducers can be effectively harnessed to evaluate the maximum shear modulus of a soil.

卧虎藏龙

Utility of Lime and Red Mud in Clay Soil Stabilizationd by red mud on lime treatment. It was seen that the highest maximum dry density (MDD), UCS, and CBR values were obtained for 15% red mud in soil. On further treatment with 2% of lime, 20% red mud in soil showed more strength compared to 15% red mud in soil ensuring that more soil can be replaced by red mud on treating with lime.

opprobrious

Local Strain Measurements in Triaxial Tests Using On-Sample Transducersstrain (~ 1 × 10.%) to high strain (>1%), and can be used to evaluate the modulus reduction curve over the investigated wide range of strain. The capability of on-sample transducers can be effectively harnessed to evaluate the maximum shear modulus of a soil.

Hypomania

Die Unternehmung hat eine Organisationrmation of soil on top plane increases linearly with horizontal displacement, whereas on shear plane, the vertical deformation remains constant after yielding of sand. It is also found that there is greater movement of sand particles at the front and the back of the box for the large shear box compared with that for the small shear box.

Hypomania

Effect of Box Size on Dilative Behaviour of Sand in Direct Shear Testrmation of soil on top plane increases linearly with horizontal displacement, whereas on shear plane, the vertical deformation remains constant after yielding of sand. It is also found that there is greater movement of sand particles at the front and the back of the box for the large shear box compared with that for the small shear box.

Anemia

Conference proceedings 2019and also the characteristics of soil with different pore fluid under varying test conditions. The major topics covered are (i) characterisation of soils, rocks and synthesised materials and (ii) geoenvironmental engineering and behaviour of unsaturated soil. This book will prove a valuable reference for researchers and practicing engineers alike..

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