open caisson

基本解釋

Based on the coefficient of passive earth pressure, the formulas of passive earth pressure on open caisson and lateral friction of sinking open caisson were given.
由被動(dòng)土壓力折減系數(shù)，推導(dǎo)出被動(dòng)土壓力與側(cè)摩阻力的計(jì)算公式。
The presented computation methods are also applicable to stability analysis of catch drain, impended wall, open caisson and other excavation works during construction.
所述計(jì)算原則和方法也適用于分析截水槽、倒掛井、沉井及其他土石開挖工程在施工期的穩(wěn)定性。
According to the real-measured wave reflection coefficient of two kinds of open-caisson wharf structural types in front of dike under the action of wave, the relationship between them is verified.
通過兩種開孔沉箱碼頭的結(jié)構(gòu)形式在波浪作用下實(shí)測(cè)的堤前波浪反射系數(shù)，進(jìn)一步證實(shí)了相互間的關(guān)系。