排序方式： 共有2条查询结果，搜索用时 0 毫秒
1
1.
在盾构隧道施工时, 地表沉降的Peck公式预测结果往往因地质条件的不同而与实测结果差异较大. 为此研究基于宁波轨道交通1号线地表沉降实测数据, 利用最小二乘和一元线性回归法, 确定了盾构隧道地表沉降槽宽度系数K和地层损失率Vl的取值范围, 并引入了地表最大沉降修订系数α和沉降槽宽度修订系数β对Peck公式进行修订. 结果表明: 宁波软土盾构隧道地表沉降槽宽度系数K范围为0.6~0.9, 建议取0.75, 地层损失率Vl范围为1%~3%, 建议取2%; 当修订系数α取1.2, β取0.8时, 能够获得比Peck公式更好的预测效果. 相似文献
2.
The centered difference of principally specialized Schur functions
is shown to be a symmetric, unimodal polynomial in q with non-negative coefficients for certain choices of ~, , and n, in which ~ is always obtained from by adding two cells, and n is chosen to be odd or even depending on ~, . The basic technique is to find an injection of representations for the symplectic or orthogonal Lie algebras, and interpret the above difference as the principal specialization of the formal character of the quotient. As a special case, a difference of q-binomial coefficients is shown to be unimodal. 相似文献
1