水利与建筑工程学报
水利與建築工程學報
수리여건축공정학보
TECHNIQUE OF SEEPAGE CONTROL
2014年
2期
162-166
,共5页
数值模拟%弹性模量%压缩模量%变形模量%沉降
數值模擬%彈性模量%壓縮模量%變形模量%沉降
수치모의%탄성모량%압축모량%변형모량%침강
numerical simulation%elastic modulus%compression modulus%deformation modulus%settlement
随着数值计算的发展,越来越多的研究学者青睐于采用 FLAC3D软件。表征土体性质的参数体积模量和剪切模量是必不可少的,一般都是由弹性模量和泊松比计算而得,然而勘察报告中提供的往往是土体压缩模量,因此如何正确区分并获得所需的土体模量进而提高数值模拟的准确性,变成了不容忽视的问题所在。对现今常用方法进行了优缺分析,分别从三个角度出发对该问题的解决进行了阐述,并结合一工程实例进行验证。通过以上提出的三种方法的计算结果以及现场试验结果之间的对比分析,验证了所提方法的合理性,并针对不同情况下土体的模量取值提出相对较为合理的方法及建议。
隨著數值計算的髮展,越來越多的研究學者青睞于採用 FLAC3D軟件。錶徵土體性質的參數體積模量和剪切模量是必不可少的,一般都是由彈性模量和泊鬆比計算而得,然而勘察報告中提供的往往是土體壓縮模量,因此如何正確區分併穫得所需的土體模量進而提高數值模擬的準確性,變成瞭不容忽視的問題所在。對現今常用方法進行瞭優缺分析,分彆從三箇角度齣髮對該問題的解決進行瞭闡述,併結閤一工程實例進行驗證。通過以上提齣的三種方法的計算結果以及現場試驗結果之間的對比分析,驗證瞭所提方法的閤理性,併針對不同情況下土體的模量取值提齣相對較為閤理的方法及建議。
수착수치계산적발전,월래월다적연구학자청래우채용 FLAC3D연건。표정토체성질적삼수체적모량화전절모량시필불가소적,일반도시유탄성모량화박송비계산이득,연이감찰보고중제공적왕왕시토체압축모량,인차여하정학구분병획득소수적토체모량진이제고수치모의적준학성,변성료불용홀시적문제소재。대현금상용방법진행료우결분석,분별종삼개각도출발대해문제적해결진행료천술,병결합일공정실례진행험증。통과이상제출적삼충방법적계산결과이급현장시험결과지간적대비분석,험증료소제방법적합이성,병침대불동정황하토체적모량취치제출상대교위합리적방법급건의。
With the development of numerical calculation ,more and more researchers and scholars show great interest in FLAC3D software ,in which the parameters are essential such as the bulk modulus and shear modulus that represent soil property ,they are generally calculated by the elastic modulus and Poisson’s ratio ,while the soil compression modulus is usually offered in survey report ,so how to distinguish and obtain the appropriate soil modulus and further improve the ac-curacy of the numerical simulation have become the problem that cannot be ignored .Firstly ,the advantages and disad-vantages of the commonly used methods are analysed here ,and then three solutions to the problem are proposed .Then , an engineering example is introduced for validation .Through the comparison and analysis between the calculation results of three kinds of the methods mentioned above as well as the actual observation results ,the rationality of the proposed methods is verified ,and the suggestion for the obtained way is put forward according to the reasonable soil modulus value under different conditions .