地震工程学报
地震工程學報
지진공정학보
China Earthquake Engineering Journal
2014年
2期
249-255,280
,共8页
薛锋%王庆良%胡亚轩%周辉%何斯渊%王振刚
薛鋒%王慶良%鬍亞軒%週輝%何斯淵%王振剛
설봉%왕경량%호아헌%주휘%하사연%왕진강
西安市区%剪切波速%土层深度%统计分析
西安市區%剪切波速%土層深度%統計分析
서안시구%전절파속%토층심도%통계분석
Xi’an area%shear wave velocity%soil depth%statistical analysis
通过对西安市3个主要地貌单元共309个钻孔剪切波速资料的分析整理,采用指数和线性拟合两种方法对测点较多的细砂、中砂、粗砂、黄土、粉质粘土、古土壤、卵石等土类的剪切波速VS与土层深度H的关系进行统计回归,得到其经验关系式;将实测剪切波速值与利用上述统计结果得到的预测值进行对比检验,两者差别不大。说明区分地貌单元和各类土层的VS与H经验关系可靠且符合当地岩土特征,可用于西安地区一般建筑的工程勘察与地震安全性评价工作。
通過對西安市3箇主要地貌單元共309箇鑽孔剪切波速資料的分析整理,採用指數和線性擬閤兩種方法對測點較多的細砂、中砂、粗砂、黃土、粉質粘土、古土壤、卵石等土類的剪切波速VS與土層深度H的關繫進行統計迴歸,得到其經驗關繫式;將實測剪切波速值與利用上述統計結果得到的預測值進行對比檢驗,兩者差彆不大。說明區分地貌單元和各類土層的VS與H經驗關繫可靠且符閤噹地巖土特徵,可用于西安地區一般建築的工程勘察與地震安全性評價工作。
통과대서안시3개주요지모단원공309개찬공전절파속자료적분석정리,채용지수화선성의합량충방법대측점교다적세사、중사、조사、황토、분질점토、고토양、란석등토류적전절파속VS여토층심도H적관계진행통계회귀,득도기경험관계식;장실측전절파속치여이용상술통계결과득도적예측치진행대비검험,량자차별불대。설명구분지모단원화각류토층적VS여H경험관계가고차부합당지암토특정,가용우서안지구일반건축적공정감찰여지진안전성평개공작。
The shear wave velocity of soil is an important physical quantity in soil dynamics, which is indispensable for the determination of site classification and the site soil layer thickness. In recent years,wide application has been achieved in engineering survey,geological engineering, and earthquake engineering by testing the shear wave velocity of soil layers.Previous studies have shown that the value of shear wave velocity changes within a very small range and has cer-tain statistical rules in certain areas with the same sedimentary environment and regional geolog-ical background.Moreover,using the statistical relationship between soil depth and the parame-ters of soil character for exploration is allowed by relevant specification and can thus be viewed on a theoretical and practical basis.By using various statistical methods for fitting,scholars world-wide have determined that the regular empirical relationship of shear wave velocity changes with depth in some areas.
<br> Xi'an is one of the oldest cities in the world and has a vivid and rich history and culture.Dur-ing its 3,100 years of development,it served as the capital for 13 dynasties such as Qin,Han, and Tang.The three main geomorphic units of Xi'an city include the alluvial plain of the Weihe River (area I),the alluvial plain of the Chan-Ba River (area II),and the proluvial-lacustrine platform before the loess tableland (area III).In this paper,the measured data of shear wave ve-locity of soils from 309 boreholes obtained during seismic safety evaluation of the engineering site in Xi'an city are used to qualitatively discuss the empirical relationship between soil shear wave ve-locity and soil depth in Xi'an.Shear velocity variation that changes with depth is revealed by using a linear fitting model,a quadratic polynomial fitting model,and an exponential fitting model. The results show that the exponential and linear models can produce effective results within a depth of 20 m and depths of more than 20 m,respectively.Thus,a reliable method includes a combination of both.We adopt the exponential model to fit the former and the linear model to fit the latter regions.Moreover,we analyze the relationships among the shear wave velocities of va-rious sedimentary types,including fine sand,medium sand,coarse sand,loess,silty clay, ancient soil,and pebble soil,with the soil layer depth by using the statistical regression method. Subsequently,we obtain the empirical formula of the soil shear wave velocity (VS)with soil depth (H)in different geomorphic units.Our results show that the value of correlation higher than 0.9 accounts for 29.4%,which indicates a very close relationship between VS and H ;that between 0.8 to 0.9 accounts for 55.9%,which indicates a close relationship between VS and H ;and that between 0.7 to 0.8 accounts for 14.7%,which indicates that VS is associated with H . The best correlation value was 0.9475 (function correlation coefficient is 1),and the worst cor-relation coefficient value was 0.7045 (0.7 is the threshold value of correlation).Only five of the correlation coefficients were less than 0.8,which indicates that the statistical relationship is rela-tive,and good correlation accounts for the majority.A comparison of the measured and predicted values indicates that the discrepancy is very slight.The results show that the empirical formula we have determined between the VS of various types of soil layers in different geomorphic units and the H is reliable and therefore fits the characteristics of localized soil and rock layers.There-fore,our formula can be used for general construction engineering survey and seismic safety eval-uation in Xi'an city.