A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Jet Grouting Slabs and Jet Grouting Piles
Excessive lateral deformation of supporting wall system can result in excessive ground settlement and subsequent damage to adjacent infrastructures. Above 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.
Jet Grouting Slabs and Jet Grouting Piles
Excessive lateral deformation of supporting wall system can result in excessive ground settlement and subsequent damage to adjacent infrastructures. Above 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.
Jet Grouting Slabs and Jet Grouting Piles
Zhang, Wengang (author) / Liu, Hanlong (author)
Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment ; Chapter: 8 ; 239-265
2021-09-23
27 pages
Article/Chapter (Book)
Electronic Resource
English
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