ANALYSIS METHOD ON LOAD-SETTLEMENT CHARACTERISTICS OF A TOP-BASE FOUNDATION

摘要

A large amount of highest sedimentation analyses of property based on substance according to the present invention load the road width of the highest nail step S1 of the type based on size and structure; Soil type and cheunghu (H) are entered step S2; Realize that entering depth (z) and each load balance (w) S3 steps according to soil type is presented; The ground of that input of the physical property of the input of step S4; Step S5 is calculated the solution for entering ground immediately; A total settlement including step S6 is calculated,For the S3 stages,Impact depth(z)According to the doedoe soil of input,Clay soil,Or lower sandy soil depth(z)The type of highest clay-effect to be presented be that 14m is agreed,In soil(z)In the case where rustle or up and down cohesive soil effect of depth be presented a 9m,Although step S3,Each load balance(w)Be input type by doedoe ground connection agree to according to,If input soil type is,Clay soil 65 is presented,Highest clay -- if lower husky 60 are presented,Or top walk slowly like a woman enlightening sand -- whether Xia Mian clay soil and 55 is presented,S6 steps are,If Di Sha-clay is walked slowly like a woman on the soil type of input or top, lower ground does not reflect consolidation settlement,Clay clay soil or world sandy soil are characterized in that consolidation settlement is reflected back toward load effectively accurate solution of the calculating due to load range of top base sedimentation analysis method of the invention. In addition, the present invention is clay soil or clay sajing up and down, it include per weekend by calculating, when the consolidation solution of soil, which has the effect of calculating, accurately to be solved