中国勘察设计
中國勘察設計
중국감찰설계
CHINA INVESTIGATION & DESIGN
2014年
12期
95-98
,共4页
垂直荷载%地基土%平均附加应力系数%公式%推导
垂直荷載%地基土%平均附加應力繫數%公式%推導
수직하재%지기토%평균부가응력계수%공식%추도
vertical load%subsoil%average additional stress coefifcient%formula%deduction
按照《建筑地基基础设计规范》(以下简称《规范》)[1]进行地基沉降计算,要使用地基平均附加应力系数。目前,该参数一般都是通过查表内插获得,虽然方便,但结果会因人而异。笔者利用积分法导出常见基础下地基平均附加应力系数计算公式,并编制了Excel计算表。通过对比,矩形基础角点及圆形基础中点均布荷载下的数据(以下简称“公式数据”)与《规范》及相关书籍中的数据(以下简称“表列数据”)完全一致,而矩形基础三角形荷载下的公式数据与表列数据有些误差,本文对这些误差也进行了分析。虽然未见到条形基础的表列数据,但实际工程中条形基础仍大量存在,因此,本文也给出了其推导公式。以上公式可极大地方便工程技术人员在实际工作中的运用。
按照《建築地基基礎設計規範》(以下簡稱《規範》)[1]進行地基沉降計算,要使用地基平均附加應力繫數。目前,該參數一般都是通過查錶內插穫得,雖然方便,但結果會因人而異。筆者利用積分法導齣常見基礎下地基平均附加應力繫數計算公式,併編製瞭Excel計算錶。通過對比,矩形基礎角點及圓形基礎中點均佈荷載下的數據(以下簡稱“公式數據”)與《規範》及相關書籍中的數據(以下簡稱“錶列數據”)完全一緻,而矩形基礎三角形荷載下的公式數據與錶列數據有些誤差,本文對這些誤差也進行瞭分析。雖然未見到條形基礎的錶列數據,但實際工程中條形基礎仍大量存在,因此,本文也給齣瞭其推導公式。以上公式可極大地方便工程技術人員在實際工作中的運用。
안조《건축지기기출설계규범》(이하간칭《규범》)[1]진행지기침강계산,요사용지기평균부가응력계수。목전,해삼수일반도시통과사표내삽획득,수연방편,단결과회인인이이。필자이용적분법도출상견기출하지기평균부가응력계수계산공식,병편제료Excel계산표。통과대비,구형기출각점급원형기출중점균포하재하적수거(이하간칭“공식수거”)여《규범》급상관서적중적수거(이하간칭“표렬수거”)완전일치,이구형기출삼각형하재하적공식수거여표렬수거유사오차,본문대저사오차야진행료분석。수연미견도조형기출적표렬수거,단실제공정중조형기출잉대량존재,인차,본문야급출료기추도공식。이상공식가겁대지방편공정기술인원재실제공작중적운용。
To calculate the settlement of foundation soil according to “the code method”, an important parameter named the average additional stress coefifcient of the foundation soil must be used. At present, this parameter is mainly obtained by the interpolation, which is convenient in use, but the results may vary from person to person . Using integral method, the author has deduced some formulas on the coefifcient of the average additional stress of the foundation soil, which is under the common foundation.In addition, the author has programmed The Excel Program Calculation Sheet. By comparison with the code data referred to as the formula data and related data in books referred to as tabular data, of the rectangular foundation angle point and circular foundation midpoint under the uniform load are completely consistent, but the formula data of the rectangular foundation under the triangular distributed load have some errors with the tabular data. These errors have also been analysed in this article. Although the tabular data of the strip foundation under the triangular distributed load have not been seen yet , the strip foundation exists in the real project .The deduced formula for the strip foundation has been presented in this article aimed at discussing with the personnel concerned. All of these can be a great convenience in the application for the engineering technicians in the practical work.