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基于施密特锤回弹指数的南帕尔斯泥灰岩经验分类方法。

An empirical classification method for South Pars marls by Schmidt hammer rebound index.

作者信息

Azarafza Mohammad, Ghazifard Akbar, Asasi Fariba, Rahnamarad Jafar

机构信息

Department of Civil Engineering, University of Tabriz, Tabriz, Iran.

Department of Geology, University of Isfahan, Isfahan, Iran.

出版信息

MethodsX. 2021 Apr 27;8:101366. doi: 10.1016/j.mex.2021.101366. eCollection 2021.

Abstract

The presented article provides an experimental classification for South Pars marls (SPM), southwest of Iran, using the Schmidt hammer rebound index, marl geological classes, and SPM geo-engineering characteristics. In this regard, 45 samples of marls (rock) are selected on the studied site and tested by geotechnical in-situ and laboratory tests such as Schmidt hammer, uniaxial compressive strength (UCS), laboratory direct-shear (LDS) to estimate the geo-engineering characteristics of SPM. These specimens are categorised by Pettijohn's marl classification in 3 main groups (concluded argillaceous lime, calcareous marl, and marlstone) and established the geologic class and geo-engineering properties as well as Schmidt hammer rebound index. In the meantime, the geologic classes and the Schmidt index show the logic classification. Thus, this work attempted to prepare the experimental classification based on Pettijohn's marl classification and Schmidt rebound index for SPM. According to geotechnical experiments results, the Schmidt index shows 3 main group variations like Pettijohn's marl classification. • This method can be used to prepare the geologic status based on the Schmidt rebound index. • This method can be useful for detailed decryption of geo-engineering characteristics of different type of marls in the studied area. • This method can be used as a quick link for marl geologic status and geo-engineering features.

摘要

本文利用施密特锤回弹指数、泥灰岩地质类别和南帕尔斯泥灰岩(SPM)的地质工程特性,对伊朗西南部的南帕尔斯泥灰岩进行了实验分类。为此,在研究地点选取了45个泥灰岩(岩石)样本,并通过岩土原位测试和实验室测试(如施密特锤、单轴抗压强度(UCS)、实验室直剪(LDS))来估算SPM的地质工程特性。这些样本根据佩蒂约翰的泥灰岩分类法分为3个主要组(包括泥灰质石灰岩、钙质泥灰岩和泥灰岩石),并确定了地质类别、地质工程特性以及施密特锤回弹指数。同时,地质类别和施密特指数显示出逻辑分类。因此,这项工作试图基于佩蒂约翰的泥灰岩分类法和施密特回弹指数为SPM编制实验分类。根据岩土实验结果,施密特指数显示出与佩蒂约翰泥灰岩分类法类似的3个主要组的变化。• 该方法可用于根据施密特回弹指数确定地质状况。• 该方法有助于详细解读研究区域内不同类型泥灰岩的地质工程特性。• 该方法可作为泥灰岩地质状况和地质工程特征的快速关联方法。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6e5c/8374391/267e75b60f28/fx1.jpg

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