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固定式心牆为土壩心牆之一种,適用於二、三十公尺以下之土壩溆诺闶鞘┕ず唵畏奖?缺点是力矩較大,故心牆較高时,不宜採用此类型式,而应採用双鉸式。关於双鉸式心牆的力学计算,在“水力發电”1955年第3期中筆者曾有一文加以討論。本文拟簡單介紹固定式心牆的一种简捷分析法,以供参考。土壩心牆的荷載及土壤抗力分佈之定律,仍按照苏联叶夫多基莫夫工程师的假定(见参考書1),本文下再(?)述。叶氏並給出了固定式心墙之近似分析法,为苏联土壩规范所採納,规范並建議按照这个方法進
Fixed core wall is one of earth dam core wall, suitable for two or three meters below the earth dam 溆 闶 溆 闶 闶 ┕ ず 唵 唵 fear Award? The disadvantage is that the torque is larger, so the heart wall is higher, unfit Use this type, but should use double hinge. Mechanical calculation of double hinged core wall, in the “hydroelectric power” in 1955 No. 3 in the author had a paper to be discussed. This article will briefly introduce a simple analysis of the fixed heart, for reference. The law of earth dam load and soil resistance distribution of earth dam still follow the assumption of the engineer of the Soviet Union Yevgeny Domov (see Reference 1). Yip and gives an approximate analysis of the stationary heart-wall, adopted by the Soviet Earth-dam code, standardized and recommended according to this method