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Belled pier foundation of kiln No.4 of Xinjing Ce-ment plant
引用本文:Jia Liguo,Zhao Zulu Xinjiang Architectural Design Institute,Urumqi 830002,China. Belled pier foundation of kiln No.4 of Xinjing Ce-ment plant[J]. 西部探矿工程, 1995, 0(5)
作者姓名:Jia Liguo  Zhao Zulu Xinjiang Architectural Design Institute  Urumqi 830002  China
作者单位:Jia Liguo,Zhao Zulu Xinjiang Architectural Design Institute,Urumqi 830002,China
摘    要:BELLEDPIERFOUNDATIONOFKILNNO.40FXINJIANGCEMENTPLANTJiaLiguo,ZhaoZuluXinjiangArchitecturalDesignInstitute,Urumqi830002,ChinaBE...


BELLED PIER FOUNDATION OF KILN NO. 40F XINJIANG CEMENT PLANT
Jia Liguo,Zhao Zulu Xinjiang Architectural Design Institute,Urumqi ,China. BELLED PIER FOUNDATION OF KILN NO. 40F XINJIANG CEMENT PLANT[J]. West-china Exploration Engineering, 1995, 0(5)
Authors:Jia Liguo  Zhao Zulu Xinjiang Architectural Design Institute  Urumqi   China
Affiliation:Jia Liguo,Zhao Zulu Xinjiang Architectural Design Institute,Urumqi 830002,China
Abstract:he site of kiln No. 4 of Xinjing Cement Plant has complicated geology condition. The rock formation of the footing of some important constructs are loessal quasi-clay or gravelly sand with low bearing capacity,but the loadapplied on the construct foundation is very heavy.Based on those conditions,through discussing and comparing,the design scheme of belled pier foundation with enlarged footing hole was adopted.The measurements of the bear-ing capacity of rock formations,the desigh of belled pier,the observation of completed constructs deformation,etc,have been carried out and reported.
Keywords::belled pier foundation   kiln cement design
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