THE EFFECT OF SPHEROIDAL WEATHERING ON THE PYSICO-MECHANICAL PROPERTIES OF TROPICAL GRANITE BOULDER

M. F. Dan
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Abstract

The aim of this research is to investigate the effect of spheroidal weathering on the physico-mechanical properties of in situ granite boulder in tropical environment. This research was conducted to gain more understanding due to lack of study related to this topic especially on tropical boulder in completely weathered zone. A number of 34 in situ granite boulders that naturally formed in completely weathered zone were selected and investigated from two quarries located in Southern Johor, Malaysia. Classification of weathering grade was conducted on the material surrounding boulder based on discolouration, degree of friability and texture characteristics as suggested by ISRM(1). The colour of the weathered material were classified based on Rock Colour Chart (2). Petrographic analysis and scanning electron microscopy (SEM) were carried out to analyze the mineralogical and microstructure alterations, respectively due to weathering effect. The changes of physico-mechanical properties at the surrounding of boulder due to weathering were also analyzed including dry density, porosity, point load strength, uniaxial compressive strength and permeability. The dry density and porosity were conducted based on ASTM (3) and Brown (4), respectively. The point load uniaxial compressive strength were carried out according to ISRM (1) while permeability test was undertaken based on Head (5). The tropical granite boulder possessing rindlets with significant different of colours, degree of friability and texture. This differences were classified into four primary zones: corestone (C), inner rindlets (IR), outer rindlets (OR), and saprolites (S) with weathering grade of II, III/IV, IV/V and V, respectively. Due to spheroidal weathering, three to six concentric sheets of rindlets with whitish grey to light brown colour were formed at the surrounding of corestone's boulder. Each sheets of rindlets has 2.0 cm to 3.0 cm thick with total thickness up to 80 cm. The microcracks aperture of IR and OR is ranging from 150 to 200 µm and 200 µm to 1 mm, respectively. Analysis revealed that the higher the weathering grade, the higher and wider the fracture opening formed in the rindlets up to 2 mm width. Analysis exibited that the increase of weathering grade from Grade II to IV along C to S were significantly reduced the plagioclase, K-feldspar, and biotite with reduction of 74%, 74.2% and 87.5%, respectively. The alteration of minerals and microstructure due to the weathering were significantly reduced the dry density, point load strength, uniaxial compressive strength and permeability with 32%, 99.5%, 98.6% and 84.8%, respectively.The reaction of spheroidal weathering is significantly affecting the physico-mechanical properties of the tropical granite boulders by alteration of its minerals and microstructure characteristics at the surrounding of the boulder.
球体风化对热带花岗岩巨石物理力学性能的影响
本研究旨在探讨热带环境下球形风化对原位花岗岩巨石物理力学性能的影响。由于缺乏与该主题相关的研究,特别是对完全风化带的热带巨石的研究,因此进行这项研究是为了获得更多的了解。在马来西亚柔佛州南部的两个采石场中,研究人员选择了34个天然形成于完全风化带的花岗岩巨石。根据ISRM(1)建议的变色程度、脆性程度和纹理特征对巨石周围材料进行风化等级分类。根据岩石颜色图(2)对风化物质的颜色进行了分类,并通过岩石学分析和扫描电镜(SEM)分析了风化作用造成的矿物学和微观结构变化。分析了风化作用下围岩物理力学性能的变化,包括干密度、孔隙率、点荷载强度、单轴抗压强度和渗透性。干密度和孔隙率分别根据ASTM(3)和Brown(4)进行。点荷载单轴抗压强度按ISRM(1)进行,渗透性试验按Head(5)进行。热带花岗岩卵石具有颜色、脆性程度和纹理差异显著的小纹。这些差异被划分为4个主要带:岩心岩(C)、内小窝(IR)、外小窝(OR)和腐殖岩(S),风化等级分别为II、III/IV、IV/V和V。由于球体的风化作用,在岩心石的巨石周围形成了三到六个同心的白灰色到浅棕色的小波纹。每片小雪的厚度为2.0厘米至3.0厘米,总厚度可达80厘米。IR微裂纹孔径为150 ~ 200 µm, OR微裂纹孔径为200 µm ~ 1 mm。分析表明,风化等级越高,裂缝开口越高、越宽,裂缝宽度可达2mm。分析表明,沿C ~ S风化等级由ⅱ级增加到ⅳ级显著降低了斜长石、钾长石和黑云母,分别降低了74%、74.2%和87.5%。由于风化作用,矿物和微观结构的改变使干密度、点载荷强度、单轴抗压强度和渗透率分别降低了32%、99.5%、98.6%和84.8%。球体风化作用通过改变热带花岗岩巨石周围的矿物和微观结构特征,显著影响着热带花岗岩巨石的物理力学性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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