Kaliakra海角和Shabla海角之间黑海沿岸萨尔马提亚石灰岩的沉积学和工程地质特征

IF 0.2 Q4 GEOSCIENCES, MULTIDISCIPLINARY
E. Koleva-Rekalova, N. Dobrev, Rosen Nankin
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引用次数: 1

摘要

本文旨在介绍构成Kaliakra角至Shabla角(保加利亚黑海海岸)地区Dobrudzha高原外围的主要岩石复合体的岩土工程研究结果,这些岩石复合体与危险地质过程的发展直接相关。研究了萨尔马提亚时代的沉积物:碳酸盐风暴岩、Mactra石灰岩(Karvuna组)、块状(有孔虫)、珊瑚礁和生物碎屑石灰岩(Odartsi组)。还对所研究的沉积物进行了相应的微观和岩相分析。对Kaliakra角附近洞穴坍塌的研究表明,坍塌发生在易碎的似球粒石灰岩中,分层后会发生扰动。这一点通过对强度指标较低的样品的实验室测试得到了证实,即在分层方向上。Tyulenovo村和Shabla角之间路段的标本,包括有孔虫、珊瑚礁和生物碎屑石灰岩的实验室测试结果显示,与Kaliakra角的石灰岩相比,物理和机械参数值更高。在生物碎屑石灰石的情况下,在分层的横向方向上发现了更高的强度,而在抗压强度的情况下则是两倍。所获得的数据为岩石变形发育的主要品种的工程地质参数提供了有价值的信息,可用于边坡稳定性分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sedimentological and engineering geological features of the Sarmatian limestones along the Black Sea Coast between the capes of Kaliakra and Shabla
This article aims to present the results of geotechnical studies of the main rock complexes that compose the periphery of the Dobrudzha Plateau in the area from Cape Kaliakra to Cape Shabla (Bulgarian Black Sea Coast), directly related to the development of hazardous geological processes. Sediments of the Sarmatian age were studied: carbonate tempestites, Mactra limestones (Karvuna Formation), nubecular (foraminiferal), reef and bioclastic limestones (Odartsi Formation). The corresponding microscopic and petrographic analyses of the studied sediments are also presented. Studies of collapses in caves near Cape Kaliakra show that they occur in friable peloidal limestones, with disturbances following stratification. This is confirmed by laboratory tests of samples showing lower strength indicators, namely in the direction to the layering. The results of laboratory tests of specimens from the sections between the village of Tyulenovo and Cape Shabla, including foraminiferal, reef and bioclastic limestones, show higher values of physical and mechanical parameters compared to limestones at Cape Kaliakra. In the case of the bioclastic limestones, higher strengths are found crosswise to the layering, and in the case of compressive strength, the ratio is double. The obtained data provide valuable information about the engineering geological parameters of the main varieties in which the rock deformations are developed, which can be used in the analysis of slope stability.
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