Titlebook: Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China; Volume 5: Megacity D Sijing Wang,Runqiu Huan

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書目名稱Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China影響因子(影響力)




書目名稱Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China影響因子(影響力)學(xué)科排名




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書目名稱Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China被引頻次




書目名稱Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China被引頻次學(xué)科排名




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書目名稱Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China讀者反饋




書目名稱Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China讀者反饋學(xué)科排名

interrogate

LEVY

intoxicate

emulsify

陳列

Hydrogeological Uncertainty-Induced Over-Seepage Control by Grouting in Basement of Existing Buildiot work well when the basement floor is cracked significantly. In this paper, the grouting was utilized to control the serious over-seepage. Grouting was performed in the basement and the range to be injected was determined according to the groundwater pressure and favorable permeability to be achie

陳列

Research on Soil Instability Characteristics and Prevention Measures of Row Pile Support in Expansiacteristics of soil between piles of deep foundation pit excavation and support piles of railway stations on expansive land in Chengdu area are systematically studied by means of field investigation, field measurement analysis, instability characteristics analysis and calculation and derivation of s

ALIAS

Study on the Method of Filling Pit Foundation Treatment in Beijing Area,quently, standard penetration tests and load tests were conducted upon completion of the foundation treatment. The test results demonstrated that the treated foundation’s bearing capacity met the design requirements. Furthermore, settlement observations indicated that the buildings experienced settl

商業(yè)上

A Case Study of Protection for a Building Adjacent to Deep Excavation in Saturated Sandy Deposits, 2, the tower experienced significant differential settlements, and its maximum settlement magnitude exceeded the alert level. To safeguard the tower, remedial countermeasures consisting of metro-jet-system (MJS) piles and double-row bi-slurry columns were carried out. Field monitoring data shows th

有危險(xiǎn)