门牙 发表于 2025-3-21 16:17:02
书目名称Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0320629<br><br> <br><br>书目名称Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0320629<br><br> <br><br>书目名称Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0320629<br><br> <br><br>书目名称Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0320629<br><br> <br><br>书目名称Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0320629<br><br> <br><br>书目名称Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0320629<br><br> <br><br>书目名称Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0320629<br><br> <br><br>书目名称Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0320629<br><br> <br><br>书目名称Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0320629<br><br> <br><br>书目名称Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0320629<br><br> <br><br>interrogate 发表于 2025-3-21 23:07:11
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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陈列 发表于 2025-3-22 20:13:19
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 sALIAS 发表于 2025-3-22 21:14:32
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商业上 发表于 2025-3-23 01:22:35
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有危险 发表于 2025-3-23 07:38:54
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