Titlebook: Indian Geotechnical Conference 2019; Geotechnics for INfr Satyajit Patel,C. H. Solanki,Sanjay Kumar Shukla Book 2021 The Editor(s) (if appl

哥哥大傻瓜

書目名稱Indian Geotechnical Conference 2019影響因子(影響力)




書目名稱Indian Geotechnical Conference 2019影響因子(影響力)學(xué)科排名




書目名稱Indian Geotechnical Conference 2019網(wǎng)絡(luò)公開度




書目名稱Indian Geotechnical Conference 2019網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Indian Geotechnical Conference 2019被引頻次




書目名稱Indian Geotechnical Conference 2019被引頻次學(xué)科排名




書目名稱Indian Geotechnical Conference 2019年度引用




書目名稱Indian Geotechnical Conference 2019年度引用學(xué)科排名




書目名稱Indian Geotechnical Conference 2019讀者反饋




書目名稱Indian Geotechnical Conference 2019讀者反饋學(xué)科排名

VICT

Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/i/image/463503.jpg

CUMB

Hay-Fever

Indian Geotechnical Conference 2019978-981-33-6590-2Series ISSN 2366-2557 Series E-ISSN 2366-2565

稱贊

https://doi.org/10.1007/978-981-33-6590-2IGC 2019 Proceedings; Geotechnical Engineering; Soil Stabilization; Unsaturated Soil; Expansive Soil; Soi

脫離

Cholesterol

Recent Advances on Dynamic Load Testing of Bored Piles and Other Cast-in-Situ Piles,e diameter piles where excessive built-up or excavation would be required otherwise. The use of thermal wires or ultrasonic pulses type devices can address the unknown shape of boreholes. In this paper, advances in the dynamic load testing techniques as applied to bored piles and other cast-in-situ piles are presented.

發(fā)誓放棄

Recent Advances in Geotechnical Infrastructure,mplex or unsafe sites or for forensic investigations in both terrestrial and offshore settings. 3D geological models are more suitable for large projects or projects that have potentially complex ground or hazardous site conditions.

可卡

Field Application of High-Strength Deep Mixing Method for Waste Water Pipeline in Soft Ground,the pipeline during the pull-out of sheet pipe walls. When the HDCM was applied as a ground improvement method to reinforce the foundation soil for waste water supply pipeline, the bearing capacity was increased greatly and the settlements was occurred as 37.6 and 48.5?mm, respectively, which is much less than the allowable settlement of 100?mm.

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