Experience in Preserving Adjacent Buildings During Excavation of Large Foundation Pits Under Conditions of Dense Development


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This article considers the successful implementation of a deep foundation pit next to existing buildings, which experiences settlement and damage to load-bearing structure during the course of its excavation. An analysis is presented of the causes of building settlement and deformation. Steps are described to stabilize settlement and to reinforce foundation beds in damaged buildings. Additional settlements in adjacent buildings, calculated using the finite-element method, are compared to monitoring results upon final completion of the foundation pit.

作者简介

R. Mangushev

St. Petersburg State University of Architecture and Civil Engineering

Email: smfe@mail.ru
俄罗斯联邦, St. Petersburg

A. Osokin

St. Petersburg State University of Architecture and Civil Engineering

Email: smfe@mail.ru
俄罗斯联邦, St. Petersburg

L. Garnyk

St. Petersburg State University of Architecture and Civil Engineering

Email: smfe@mail.ru
俄罗斯联邦, St. Petersburg

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