標(biāo)題: Titlebook: Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment; Theories and Case St Wengang Zhang,Hanlong Li [打印本頁] 作者: incompatible 時間: 2025-3-21 17:46
書目名稱Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment影響因子(影響力)
書目名稱Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment影響因子(影響力)學(xué)科排名
書目名稱Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment網(wǎng)絡(luò)公開度
書目名稱Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment被引頻次
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書目名稱Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment年度引用學(xué)科排名
書目名稱Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment讀者反饋
書目名稱Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment讀者反饋學(xué)科排名
作者: 專心 時間: 2025-3-21 23:17 作者: ascend 時間: 2025-3-22 04:01 作者: Ptsd429 時間: 2025-3-22 05:39
Freiwilliges Engagement in Deutschlandteraction topic. Soil is a nonlinear, inelastic, and anisotropic material. Its behavior is normally affected by water contents, stress history, etc. Some types of soils have the characteristics of consolidation and creep, for which the performances are greatly influenced by?the tempo and spatial factors.作者: 使習(xí)慣于 時間: 2025-3-22 12:10 作者: flutter 時間: 2025-3-22 13:06 作者: flutter 時間: 2025-3-22 17:09
Bürgerplattform Stark! im K?lner Nordenbove the final excavation level, the lateral struts/props can be used to control and restrain the wall deflection and ground movement. However, for deep excavations in soft clay, due to the lack of restraint of the wall below the final excavation level, the maximum wall deflection generally occurs below the final excavation level.作者: Acumen 時間: 2025-3-23 00:21 作者: rectum 時間: 2025-3-23 05:24
Theoretisch-konzeptioneller Bezugsrahmen,nearby. Consequently, in Singapore, for deep excavation projects, stiff diaphragm walls and bored pile walls with multiple strut levels are commonly used to minimize lateral wall movement and ground settlement, even in fairly stiff residual soil deposits.作者: 起波瀾 時間: 2025-3-23 07:35 作者: 暴行 時間: 2025-3-23 10:39
http://image.papertrans.cn/d/image/268696.jpg作者: AV-node 時間: 2025-3-23 17:43 作者: Delude 時間: 2025-3-23 19:14 作者: Outspoken 時間: 2025-3-23 23:20
Basal Heave Stability,eir influential zones are usually so large that significant ground settlement may be introduced and adjacent properties within the influential zones of settlement may be damaged at different extents. Considering this, to avoid failures or collapses is of vital importance and stability analyses are, therefore, firstly required.作者: 遺留之物 時間: 2025-3-24 04:17
Lateral Earth Pressure and Strut Forces,ntroductory books on soil mechanics or foundation engineering have discussed quite a few earth pressure theories along with many examples, systematic research is deficient. Some important points may not be sufficiently emphasized. In actual analyses, a wrong choice of earth pressure theory may lead to an uneconomical or unsafe design.作者: STALL 時間: 2025-3-24 10:27 作者: STENT 時間: 2025-3-24 11:25
Protection of Adjacent Infrastructures, excavation depth and scale in urban areas, the magnitude and extent of ground settlement increases, which frequently damages the adjacent buildings and infrastructures. This chapter contains studies on interactions between braced excavations and urban infrastructure systems including the slope, piles, buildings, and tunnels.作者: Deadpan 時間: 2025-3-24 16:02
Case Reports and Back Analysis,nearby. Consequently, in Singapore, for deep excavation projects, stiff diaphragm walls and bored pile walls with multiple strut levels are commonly used to minimize lateral wall movement and ground settlement, even in fairly stiff residual soil deposits.作者: aquatic 時間: 2025-3-24 20:54
Freiwilliges Engagement in Deutschlandteraction topic. Soil is a nonlinear, inelastic, and anisotropic material. Its behavior is normally affected by water contents, stress history, etc. Some types of soils have the characteristics of consolidation and creep, for which the performances are greatly influenced by?the tempo and spatial fac作者: 笨拙的我 時間: 2025-3-25 01:01 作者: SUE 時間: 2025-3-25 05:39 作者: antidepressant 時間: 2025-3-25 11:16 作者: 氣候 時間: 2025-3-25 15:12 作者: 誤傳 時間: 2025-3-25 17:05
Freiwilliges Verhalten am Arbeitsplatz excavation depth and scale in urban areas, the magnitude and extent of ground settlement increases, which frequently damages the adjacent buildings and infrastructures. This chapter contains studies on interactions between braced excavations and urban infrastructure systems including the slope, pil作者: bisphosphonate 時間: 2025-3-25 23:14
Theoretisch-konzeptioneller Bezugsrahmen,nearby. Consequently, in Singapore, for deep excavation projects, stiff diaphragm walls and bored pile walls with multiple strut levels are commonly used to minimize lateral wall movement and ground settlement, even in fairly stiff residual soil deposits.作者: 諄諄教誨 時間: 2025-3-26 03:16 作者: jovial 時間: 2025-3-26 07:01
https://doi.org/10.1007/978-3-531-90043-8One of the key concerns in constructing an underground facility within a built-up environment is the impact of the associated ground movements on adjacent buildings [1]. For excavations in ground that comprises of thick soft clays overlying stiff clay, braced walls are usually used to minimize ground movements.作者: fleeting 時間: 2025-3-26 11:32
Thomas Gensicke,Sibylle Picot,Sabine GeissThe excavation process causes unloading in the surrounding soil and ground settlement. Unfavorable ground movements result in detrimental effects on adjacent infrastructures, such as buildings, pipelines, roads, bridges, and tunnels.作者: 離開 時間: 2025-3-26 14:33 作者: Congestion 時間: 2025-3-26 19:48 作者: Classify 時間: 2025-3-26 21:33 作者: 衰弱的心 時間: 2025-3-27 04:14 作者: 思考 時間: 2025-3-27 06:03
Bürgerplattform Stark! im K?lner Nordene to take into account all the uncertainties and complexities mentioned above. To this end, the probabilistic framework combining a simplified wall deflection estimation model with reliability methods that are able to take into account the soil parameter uncertainties is desirable.作者: BRAWL 時間: 2025-3-27 11:57 作者: Mobile 時間: 2025-3-27 16:09
Book 2022erience, aiming to provide a comprehensive picture of the subject matter. It focuses on the basal heave stability analysis, the apparent earth pressure as well as the strut force determination, the retaining wall deflection, the ground settlement, the protection measures such as jet grouting slabs o作者: neutral-posture 時間: 2025-3-27 21:35 作者: 鬼魂 時間: 2025-3-28 00:16
Book 2022y. On the other hand, this book also tries to cope with design practice, implemented by the recent publications from the authors. Students, researchers, and design engineers working in the field of civil engineering could benefit from this book.作者: 易碎 時間: 2025-3-28 03:10
Excavation Failure Cases and Analysis,potential danger must be taken care of. The cost of the accident is high and painful. Engineers should learn lessons from the accident cases. The following excavation failures selected are known for their impact on the geotechnical community.作者: gerrymander 時間: 2025-3-28 08:43 作者: covert 時間: 2025-3-28 12:09 作者: COM 時間: 2025-3-28 16:20
Basal Heave Stability,eir influential zones are usually so large that significant ground settlement may be introduced and adjacent properties within the influential zones of settlement may be damaged at different extents. Considering this, to avoid failures or collapses is of vital importance and stability analyses are, 作者: 言行自由 時間: 2025-3-28 20:25
Lateral Earth Pressure and Strut Forces,ntroductory books on soil mechanics or foundation engineering have discussed quite a few earth pressure theories along with many examples, systematic research is deficient. Some important points may not be sufficiently emphasized. In actual analyses, a wrong choice of earth pressure theory may lead 作者: MILK 時間: 2025-3-28 23:45 作者: 改革運(yùn)動 時間: 2025-3-29 05:36
Jet Grouting Slabs and Jet Grouting Piles,bove the final excavation level, the lateral struts/props can be used to control and restrain the wall deflection and ground movement. However, for deep excavations in soft clay, due to the lack of restraint of the wall below the final excavation level, the maximum wall deflection generally occurs b作者: PHON 時間: 2025-3-29 10:23
Protection of Adjacent Infrastructures, excavation depth and scale in urban areas, the magnitude and extent of ground settlement increases, which frequently damages the adjacent buildings and infrastructures. This chapter contains studies on interactions between braced excavations and urban infrastructure systems including the slope, pil作者: 信條 時間: 2025-3-29 14:06 作者: 關(guān)節(jié)炎 時間: 2025-3-29 18:20
