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1.运用石灰椿加固地基的试驗工作是分別在試驗室和工地上举行的。試驗室內的試驗是在一立方公尺的大木箱內進行的,使用15×15公分的木試鉈進行荷載試驗,根據蒲蒁峥说难沽Ψ謥延跋旃爤F的計算,在普通的荷載(1公斤/公分~2)下,压力所影响的深度不过為寬度的四倍左右,距箱底尚遠,這样便可避免了硬底版对土內压力分布的影响。
1. The test work of using lime concrete to reinforce the foundation was held separately in the laboratory and on the construction site. The test in the test room was carried out in a large wooden box of one cubic meter. The load test was carried out using a 15×15 cm wood tester. According to Pu’er’s theory, the calculation of the delay F was performed on the ordinary load ( Under 1 kg/cm~2), the depth affected by the pressure is only about four times the width, and it is still far from the bottom of the tank. This avoids the influence of the hard bottom plate on the pressure distribution in the soil.