Prediction and Assessment of Ground Movement and Building
T1 - Prediction and Assessment of Ground Movement and Building Damage Induced by Adjacent Excavation (PhD Thesis) AU - Laefer, Debra. PY - 2001. Y1 - 2001. M3 - Other report. BT - Prediction and Assessment of Ground Movement and Building Damage Induced by Adjacent Excavation (PhD Thesis) PB - University of Illinois. ER -
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A Study on the Safety Assessment of Adjacent Structures
Aug 01, 1999 · A Study on the Safety Assessment of Adjacent Structures Caused by Tunnel Excavation in Urban Area -Focused on the Characteristics of Geometries and Locations for Nearby Building- 도심지 터널 굴착에 따른 인접구조물의 손상평가에 관한 연구 (1) -지상 건물의 기하학적 및 위치적 특성을 중심으로-
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huu dat dang - Academia.edu
Assessment of 3D Excavation and Adjacent Building's Reponses with Consideration of Excavation-Structure Interaction more. by huu dat dang. Publication Date: 2014 Publication Name: Tunneling and Underground Construction-by 30-day views-total views-followers.
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(PDF) A Novel Mobile Information System for Risk
Assessment methodology of adjacent structure damageThis section presents the methods that adopted in prediction of excavation and tunnelling induced ground movement and building damage risk-assessment as well as the allowable limitations of potential damages.
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Basement Impact Assessment | Ashton Bennett
Design of temporary and permanent support for excavation; Design for monitoring buildings during construction; Flood Risk Assessment Site specific flood risk assessment if necessary. BIA Impact Assessment Report. Assessment of any increase in surface water runoff; Assessing impact of basement on hydrology and hydrogeology
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Building Damage Assessment in DeepEX - DeepExcavation
Methods to Protect Buildings Close to Deep Excavation
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Deformation Response and Safety Evaluation of Buildings
Jun 08, 2021 · Z. Li and G. Zheng, "Finite element analysis of response of building with different stiffnesses adjacent to excavation," Rock and Soil Mechanics, vol. 34, no. 6, pp. 1807–1814, 2013. View at: Google Scholar
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3D response of an excavation adjacent to buildings
Effects of Adjacent Building Construction: A Case Study
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NHESS - Stability assessment of roadbed affected by ground
In this study, FLAC 3D, which is a three-dimensional finite-difference numerical modeling software, is used to perform stability and risk level assessment for the roadbed adjacent to urban railways with respect to various groundwater levels and the geometric characteristics of cavities.
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Numerical Assessment of Subsidence and Adjacent Building
Nov 11, 2014 · These values were further increased by 6% at the cross section where the building is located. Furthermore, a full soil-structure interaction using 3D numerical analysis was carried out to evaluate the ability of numerical methods to provide accurate displacement prognosis for buildings adjacent to tunnels excavated by the TBM-EPB method.
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Building damage assessment for deep excavations in
Sep 01, 2011 · One of the biggest issues for underground construction in a densely built-up urban environment is the potentially adverse impact on buildings adjacent to deep excavations. In Singapore, a building damage assessment is usually carried out using a three-staged approach to assess the risk of damage caused by major underground construction projects.
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Assessment of angular distortion of structures adjacent to
Oct 01, 2015 · Fully probabilistic framework for evaluating excavation-induced damage potential of adjacent buildings. J Geotech. Geoenviron. Eng., 137 (2) (2010), pp. 130-139. View Record in Scopus Google Scholar. H. Lin, H. Truong, H. Dang, C. Chen. Assessment of 3D excavation and adjacent building's responses with consideration of excavation-structure
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Assessment of 3D Excavation and Adjacent Building's
This paper presents a study on excavation-induced deformation characteristics of ground and adjacent building using three-dimensional (3D) decoupled simulations.
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Assessment of pile response due to deep excavation in
2. Stagewise damage assessment Damage assessment of buildings or structures adjacent to deep excavations is a major design con-sideration in densely built-up areas. These excavations are designed with earth retaining and stabi-lizing structures (ERSS), which must be robust enough to prevent and minimize any damage to the adjacent structures.
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BUILDING RESPONSE TO EXCAVATION-INDUCED …
beams, building orientation and building location relative to excavation are ex amined. Case studies of structures adjacent to opencuts and tunnels are used to verify procedures for estimating potential for structures adjacent to excavations to sustain damage. INTRODUCTION A major concern during the planning and execution of underground con
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3D response of an excavation adjacent to buildings
Z. Sabzi & A. Fakher: 3D response of an excavation adjacent to buildings supported by inclined struts foundation of the adjacent building [2]. Fig. 2 illustrates the most effective inclination angle for the struts at L/H = 0.45, where L is the distance of the struts from the excavation face at the bottom and H is the excavation depth.
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Assessing the impact of excavation-induced movements on
One of the biggest issues for underground construction in a densely built-up urban environment is the potentially adverse impact on buildings adjacent to deep excavations. In Singapore, a …
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Prediction and Assessment of Ground Movement and Building
Prediction and Assessment of Ground Movement and Building Damage Induced by Adjacent Excavation . By Debra Fern Laefer. Abstract. 803 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001.The precise interaction between buildings and soils is by its nature a complicated one, as it is a function of a myriad of variables related both
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Guidance on piling, heavy loads, excavations, tunnelling
• The impact assessment should include a clear and specific section and plan drawings showing the proposed excavation depth and the relative vertical and horizontal positions of our apparatus. • For excavations over our assets including water tunnels and sewers subject to surcharge, you will need to establish the impacts of unloading of the
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Advice Letter for Excavation Works for ERSS with depth < 6m
*d) none of the adjacent building/structure/boundary wall is affected/damaged by the excavation works. *e) damaged building(s)/boundary wall is highlighted is the attached report. I have inspected the affected building/boundary wall and there is no structural safety/stability issue.
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