Two Case Studies of Collapsed Temporary Excavation using Contiguous Bored Pile Wall
ثبت نشده
چکیده
Engineering failure investigation is a detective process of determining why and how things went wrong. Forensic engineering can be defined as the application of the engineering sciences to the investigation of failures or other performance problems, with a focus on uncovering causes so that improved facilities can be engineered. The first stage in determining the failure causes is the investigative synthesis, where all the information gathered is recorded in a logical manner, typically in a report format and in chronological order. The following details are generally required from the Client for undertaking a excavation failure investigation study: i. Subsurface Investigation (SI) factual Report. ii. Geotechnical design report prepared by the consultant (if available) iii. Original topography of the site (before earthworks) iv. Earthworks plan and cross-sections v. Permanent retaining walls and temporary strutting design analyses and calculations by the consultant or/and contractor vi. Detailed construction drawings of the walls and its excavation and strutting sequences vii. As-built drawings of the basement walls viii. Construction sequences adopted at site ix. Weather records of the site x. Instrumentation monitoring reports xi. Site records and reports of the incident ABSTRACT
منابع مشابه
Study of Bored Pile Retaining Wall Using Physical Modeling
Abstract—Excavation and retaining walls are of challenging issues in civil engineering. In this study, the behavior of one important type of supporting systems called Contiguous Bored Pile (CBP) retaining wall is investigated using a physical model. Besides, a comparison is made between two modes of free end piles (soft bed) and fixed end piles (stiff bed). Also a back calculation of effective ...
متن کاملComparative Study of Anchored Wall Performance with Two Facing Designs
The present study compared the performance of soldier pile and concrete bearing pad anchored wall facings. Using Abaqus finite element software, two case studies have been precisely represented for the facing designs and effects of the parameters of soil type, spacing of anchors and facings, surcharge and facing sizes were investigated. The analysis results indicate that the soldier pile method...
متن کاملAn Investigation on the Behavior of Retaining Structure of Excavation Wall Using Obtained Result from Numerical Modeling and Monitoring Approach. (A Case Study of International "Narges Razavi 2 Hotel", Mashhad)
With the growing population and density in metropolitan areas, higher tendency to live in high-rise buildings, and increasing demand for parking lots, it seems necessary to excavate soil to construct underground spaces. During excavation work, as the height of the wall increases, special care should be taken to the wall stabilization to avoid any consequent damage including extensive property d...
متن کاملStudy of Loose Soil Layer Effects on Excavations Supported by Steel Sheet Pile Walls – A Numerical Study
Abstract Steel sheet pile walls are being widely used in civil engineering projects for support systems. Soil is not uniform in depth, sometimes may be exit loose or soft soil layer in various depth. This issue can cause different effects on ground surface displacements, forces and moments acting on sheet piles and struts during excavation procedure, compared with status that soil is uniform...
متن کاملBenchmarking of FEM Technique Involving Deep Excavation, Pile- soil Interaction and Embankment Construction
Three case studies involving the use of numerical models are presented in this paper. First, a comparison of FE modelling of a deep excavation is made using 2-D finite element software, SAGE-CRISP and PLAXIS. In the second study, benchmarking is made between results obtained from 2-D FE modelling using PLAXIS and well-established 3-D centrifuge studies for the case of an existing single pile an...
متن کامل