A GPR Case Study in The Lodan Dam Area, Rembang of Central Java

Okci Mardoli, Ivan Ade Sofiyan, W. Parnadi
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Abstract

A GPR case study has been conducted in the Lodan Dam Area, Rembang, Indonesia. This area is located in a vulnerable area of land movement. The aim of this research is to reconstruct subsurface models which will be related to the distribution of fracture zones and landslides. The data acquisition is performed using a 3D GPR approach. The Lodan Dam area is divided into three segments, the upstream segment, the top of the dam segment, and the downstream segment. The profile results of the three segments use the amplitude response of the rocks. The response to amplitude values indicates the presence of a water-saturated zone. In addition, the GPR data profile of the subsurface model parameters is represented by a pseudo-3D representation. So that can be seen zone saturated water in each profile identify the existence of fracture zones or landslides in the subsurface. The water saturation zone affects the soil load from the crags on the hill. Thus, this existence triggers a crack in the drainage concrete.
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中爪哇伦邦罗丹坝区探地雷达案例研究
在印度尼西亚伦邦的洛丹大坝地区进行了探地雷达案例研究。该地区位于易受陆地运动影响的地区。本研究的目的是重建与断裂带和滑坡分布有关的地下模型。数据采集使用3D探地雷达方法进行。罗丹坝区分为上游坝段、坝顶坝段和下游坝段三段。三段剖面的结果采用了岩石的振幅响应。对振幅值的响应表明存在饱和水带。此外,地下模型参数的探地雷达数据剖面图采用伪三维表示。从而可以在每条剖面上看到带饱和水,识别地下是否存在裂缝带或滑坡。含水饱和带影响着山岩对土壤的荷载。因此,这种存在引发了排水混凝土的裂缝。
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