Classification and strength properties of coral gravelly soils-Case studies of the port and coastal ground in Okinawa Islands

机译：珊瑚砂砾土的分类和强度特性-冲绳群岛港口和沿海地面的案例研究

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This paper presents the proposal of classification system and the strength properties of coral gravelly soils. In the occasion of classifying, the coefficient of permeability of soils is examined. As the result of the proposed classification system, the contents of coarse grain for four ports in Okinawa are different from the general one at 50percent in mainland Japan as the border between cohesive soil and intermediate soil. As for the strength properties of coral gravelly soils, the unconfined compression strength is focused. It was found that the unconfined compression strength must be dependent on the effective overburden pressure with soils' activities.

机译：本文提出了珊瑚砂砾石土分类体系和强度特性的建议。在分类时，检查土壤的渗透系数。作为提出的分类系统的结果，冲绳岛四个港口的粗粒含量与日本大陆作为粘性土壤和中间土壤的边界的一般含量的50％有所不同。至于珊瑚砂砾土的强度特性，重点是无侧限抗压强度。发现无限制的抗压强度必须取决于土壤活动的有效上覆压力。

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《International symposium on coastal geotechnical engineering in practice》|2000年|p.135-140|共6页
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M. Oyadomari; H. Uehara;
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中图分类海洋学;
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Classification and strength properties of coral gravelly soils-Case studies of the port and coastal ground in Okinawa Islands

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