小缺点
发表于 2025-3-21 16:06:27
书目名称Geotechnical Design and Practice影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0384123<br><br> <br><br>书目名称Geotechnical Design and Practice影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0384123<br><br> <br><br>书目名称Geotechnical Design and Practice网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0384123<br><br> <br><br>书目名称Geotechnical Design and Practice网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0384123<br><br> <br><br>书目名称Geotechnical Design and Practice被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0384123<br><br> <br><br>书目名称Geotechnical Design and Practice被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0384123<br><br> <br><br>书目名称Geotechnical Design and Practice年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0384123<br><br> <br><br>书目名称Geotechnical Design and Practice年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0384123<br><br> <br><br>书目名称Geotechnical Design and Practice读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0384123<br><br> <br><br>书目名称Geotechnical Design and Practice读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0384123<br><br> <br><br>
idiopathic
发表于 2025-3-21 21:40:30
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权宜之计
发表于 2025-3-22 02:00:42
,Stress State Variables for Unsaturated Soils—Consensus and Controversy,variables are needed to fully describe the full range of constitutive behaviour of unsaturated soils and that matric suction be replaced with a suction stress. These are interesting developments that should be explored in future study and research.
圆锥体
发表于 2025-3-22 07:53:57
Addressing Transportation Geotechnics Challenges Using Mechanics of Unsaturated Soils,. The proposed integrated approaches provide reliable predictions of the SWCC and the . using limited experimental data that can be determined from conventional geotechnical tests, and can be used in the rational pavement design practice.
Figate
发表于 2025-3-22 10:16:22
Dynamic SSI of Monopile-Supported Offshore Wind Turbines,ent test of soil to study the cyclic behaviour of soil in terms of change of shear modulus change and accumulation of strain. Typical silica sand (RedHill 110) was investigated by a series of cyclic simple shear tests. The effects of application of 50,000 cycles of shear loading having different she
阴谋小团体
发表于 2025-3-22 15:31:07
,Multiple-Driven Fibre-Reinforced Columnar Intrusions for Vertical Drains—A Case Study, both the approach embankments in the form of large settlements and movements of the embankment. The causes of failure and proposed rehabilitation work for the embankment is discussed in this paper briefly. Multiple-driven Fibre-reinforced Columnar Intrusion techniques (Patent pending), which has be
阴谋小团体
发表于 2025-3-22 21:02:06
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漫不经心
发表于 2025-3-22 23:02:07
Landslides in Nilgiris: Causal Factors and Remedial Measures,r most of the landslides in Nilgiris during heavy rainfall. The study also suggest, though the retaining walls are commonly adopted as remedial measures, cost effective subsurface drainage systems together with slope reinforcement might be effective solution to control the landslides in many locatio
Myofibrils
发表于 2025-3-23 04:16:51
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Decibel
发表于 2025-3-23 05:53:16
Characterisation of Vesicular Basalts of Mumbai Using Piezoceramic Bender Elements,of primary wave velocity. The study of wave propagation through jointed rock was investigated in the second part of the study since it bears importance in the engineering field. In these tests, selected rock cores were sliced to produce joint at five different angles. Kaolin slurry was used as equiv