CAJ | 학술논문

基于上海地区19个工程共201组数据，通过黏土、粉质黏土和粉砂在上海地区土层中的分布，比贯入阻力Ps，室内固结快剪试验黏聚力cu和摩擦角?u，孔隙比e，塑性指数Ip沿土层深度的变化，分析得到3种土类的抗剪强度与比贯入阻力的相关关系，并总结了国内软土地区土体抗剪强度与静力触探比贯入阻力之间的相关关系。本文得到黏土的相关关系与以往的经验公式相近，同时给出了原位土层粉质黏土和粉砂的相关关系。区别不同土类使得相关关系可用性提高，在工程应用中更加合理。根据本文相关关系，通过静力触探比贯入阻力可以得到不同土层的抗剪强度值，进而应用于基坑稳定计算。本文研究的结果可以应用于海相沉积土的勘察和工程设计工作。
기우상해지구19개공정공201조수거，통과점토、분질점토화분사재상해지구토층중적분포，비관입조력Ps，실내고결쾌전시험점취력cu화마찰각?u，공극비e，소성지수Ip연토층심도적변화，분석득도3충토류적항전강도여비관입조력적상관관계，병총결료국내연토지구토체항전강도여정력촉탐비관입조력지간적상관관계。본문득도점토적상관관계여이왕적경험공식상근，동시급출료원위토층분질점토화분사적상관관계。구별불동토류사득상관관계가용성제고，재공정응용중경가합리。근거본문상관관계，통과정력촉탐비관입조력가이득도불동토층적항전강도치，진이응용우기갱은정계산。본문연구적결과가이응용우해상침적토적감찰화공정설계공작。
Two hundred and one groups of cone penetration test (CPT) data from 19 projects in Shanghai are adopted. The distribution of clay, silty clay and silt in Shanghai area are obtained. The specific penetration resistance (Ps), cohesive strength (cu) and frictional angle (?u) of consolidated quick shear test, void ratio (e), and plasticity index (Ip) are varied along the soil depth. The soil shear strength (Su) of clay, silty clay and silt are correlated with specific penetration resistance (Ps) of CPT. The correlations between Su and Ps are summarized for various types of soft soils in China. It has been found that the correlation coefficients of clays obtained from this study are similar to the published data. Also the in situ soil correlations of silty clay and silt are given. These correlations of Su with Ps are useful for classified soil and valuable to engineering application. According to correlations in this paper, the calibrated correlation coefficients can be used to determine Su based on Ps for foundation pit stability calculation. The results of the study can be used for geological investigation and engineering design work.