利用地质雷达(gpr)探测地面问题:迪亚巴克尔İskender帕夏墓

Nursen Işik, F. M. Hali̇feoğlu, Süleyman İpek, Mücahit Polat
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引用次数: 0

摘要

目的:本研究是为了确定伊斯肯德帕夏清真寺陵墓结构问题和损坏的原因。方法:由专家地球物理工程师进行地质雷达(GPR)调查,确定位于Iskender Pasha清真寺东南部的两座坟墓中与土壤有关的结构问题和破坏的位置和程度。地质雷达扫描采用Python-3探地雷达装置和100 Mhz和1.8 Ghz天线。在地质雷达(GPR)测量研究中,遵循数据处理步骤,并使用Reflex W (Sandmeier, 2003:31)程序进行这些操作。结果:通过对İskender帕夏清真寺墓葬的实地考察确定的结构问题得到了地质雷达(GPR)扫描的仪器支持。扫描的结果是,确定了坟墓地面上的空洞、崩塌和被淹没的区域及其位置。结论:本研究通过地质雷达(GPR)调查确定了伊斯肯德帕夏清真寺东南方两座墓葬地板结构问题的位置和破坏程度。在扫描中,已经确定在第一(1)和第二(2)墓葬中存在沉降变形和受水区域,并且通过雷达图剖面图显示了损坏和变形的位置和水平。该研究是通过对进行地面调查的坟墓中出现的结构问题提出建议来完成的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
USING GEORADAR (GPR) IN DETECTION OF GROUND PROBLEMS: DIYARBAKIR İSKENDER PASHA TOMBS
Aim: This study was carried out in order to determine the causes of structural problems and damages due to the ground in the tombs of Iskender Pasha Mosque. Method: Georadar (GPR) surveys were carried out by expert geophysical engineers to determine the location and level of soil-related structural problems and damages in two tombs located southeast of the Iskender Pasha Mosque. In georadar scans, Python-3 GPR device and 100 Mhz and 1.8 Ghz antenna were used. In georadar (GPR) measurement studies, data processing steps were followed and Reflex W (Sandmeier, 2003:31) program was used for these operations. Results: Structural problems, which were determined observationally by fieldwork in the tombs of İskender Pasha Mosque, were instrumentally supported by georadar (GPR) scans. As a result of the scans, voids, collapses and flooded areas on the tomb floors and their locations were determined. Conclusion: In this study, the locations and damage levels of the structural problems on the floors of the two tombs located southeast of the Iskender Pasha Mosque were determined by georadar (GPR) surveys. In the scans, it has been determined that there are subsidence deformations and areas that receive water in the first (1) and second (2) tombs, and the locations and levels of damage and deformations are shown with radargram sections. The study was completed by presenting suggestions for the structural problems that occurred in the tombs where ground surveys were made.
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