Discussion of “Engineering Behavior and Structure of Compacted Clay”

A. D. Alcott, N. Schmidt
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引用次数: 0

Abstract

CABRERA AND SMALLEY. THE AUTHORS CONCLUDED, FROM THEIR INVESTIGATIONS AT HIGH MAGNIFICATIONS, THAT THE STRUCTURE OF A COMPACTED KAOLINITE SOIL CONSISTS OF PACKETS OR DOMAINS, I.E., THE TURBOSTRATIC STRUCTURE OF AYLMORE AND QUIRK. OUR INVESTIGATIONS HAVE SUGGESTED THAT THE HIGH-MAGNIFICATION SCANNING ELECTRON MICROSCOPE STUDY OF COMPACTED KAOLINITE CAN REVEAL MORE THAN THIS ABOUT THE IMPORTANT PROBLEMS OF PARTICLE ASSOCIATION AND SOIL STRUCTURE. IT APPEARS THAT BETWEEN THE INITIAL FORMATION OF THE KAOLINITE PARTICLES AND THE EVENTUAL FORMATION OF A COMPACTED KAOLINITE SOIL SEVERAL IMPORTANT EVENTS OCCUR AND THESE ALL HAVE STRUCTURAL SIGNIFICANCE: (1) THE BOOKHOUSE STRUCTURE IS DISTURBED AND THE LARGE KAOLINITE PARTICLES ARE SUCCESSIVELY BROKEN UNTIL THEY REACH THEIR SOIL SIZE OF ABOUT 1 MICRON IN DIAMETER. THE PARTICLES EFFECTIVELY GET STRONGER AS THEY GET SMALLER AND 1 MICRON REPRESENTS A BREAKAGE LIMIT. (2) THEY REFORM DISCRETE DOMAINS, BUT THE INITIAL REGULARITY IS NOT RESTORED, AND STEPPED STRUCTURES TEND TO BE FORMED. (3) THE STEPPED STRUCTURE IS EMPHASIZED BY THE COMPACTION PROCESS AND BECOMES THE PREDOMINANT FORM OF PARTICLE ASSOCIATION. ALCOTT AND SCHMIDT. THE EFFECTS OF SEVERAL SOIL PROPERTIES ON THE COMPACTION CHARACTERISTICS OF CLAY RESIDUAL SOILS DEVELOPED ON THE SALEM PLATEAU OF MISSOURI WERE STUDIED BY ALCOTT WITH REFERENCE IN REGARD TO THEIR POOR PERFORMANCE IN EARTH DAM CONSTRUCTION. AS PART OF THE INVESTIGATION INTO THE NATURE OF THE COMPACTED CLAYS, MICROGRAPHS WERE MADE BY SCANNING ELECTRON MICROSCOPY FROM SOIL SAMPLES COMPACTED 3% DRY OF OPTIMUM MOISTURE CONTENT (W = 34%) AND 5% WET OF OPTIMUM (W = 42%). AT RELATIVELY LOW MAGNIFICATION (100X) THE SAMPLE COMPACTED DRY OF OPTIMUM APPEARS MORE ORIENTED AND HAS A MORE UNIFORM TEXTURE. THE VOLUME OF INTERPEDULAR VOIDS, OR MACROSPACES, FOR THE DRY SAMPLE GREATLY EXCEEDS THAT OF THE WET SAMPLE. THESE DIFFERENCES ARE ENHANCED IN THE MICROGRAPHS TAKEN AT 300X. THE MICROGRAPHS TAKEN AT HIGH MAGNIFICATION (3,000X) PRESENT A DIFFERENT PATTERN WITH NO OBVIOUS DIFFERENCES IN CLAY PARTICLE-TO-PARTICLE STRUCTURE BETWEEN THE SAMPLES COMPACTED WET AND DRY OF OPTIMUM. THE COMPACTION MOISTURE CONTENT APPEARS TO HAVE HAD LITTLE EFFECT ON THE CLAY PARTICLE STRUCTURE. IT IS SUGGESTED THAT, AT COMPACTION MOISTURE CONTENTS WET OF OPTIMUM, DENSITY DECREASES AS WATER IS ATTRACTED TO MANY OF THE CLAY PARTICLES AND SMALL PEDS. THESE MICROGRAPHS, ALONG WITH OTHERS STUDIED DURING THE INVESTIGATION, APPEAR TO SUBSTANTIATE AND EXTEND THE WORK OF THE AUTHORS. THE STRUCTURAL SIMILARITY OF AN ILLITIC GLACIAL BOULDER CLAY AND A KAOLINITIC RESIDUUM OF LIMESTONE WOULD SUGGEST THAT THE GENERALIZATIONS MADE REGARDING MICROSTRUCTURE OF CLAYS ARE INDEPENDENT OF THE ORIGIN AND MORPHOLOGY OF THE CLAY. /AUTHOR/
“压实粘土的工程性能与结构”探讨
卡布雷拉和小。作者从高倍放大的研究中得出结论,压实的高岭石土的结构由包或域组成,即aylmore和quirk的涡轮结构。我们的研究表明,高倍率扫描电镜对压实高岭石的研究可以揭示更多关于颗粒结合和土壤结构的重要问题。在高岭石颗粒的初始形成和最终压实高岭石土的形成之间,发生了几个重要的事件,这些事件都具有结构意义:(1)书屋结构被破坏,大的高岭石颗粒依次破碎,直到它们达到直径约1微米的土壤尺寸。颗粒越小,强度越强,1微米代表了断裂极限。(2)它们改变了离散域,但没有恢复初始的规律性,倾向于形成阶梯式结构。(3)压实过程强调阶梯式结构,并成为颗粒结合的主要形式。奥尔科特和施密特。针对美国密苏里州塞勒姆高原粘土残积土在土坝施工中表现不佳的特点,Alcott研究了几种土壤性质对其压实特性的影响。作为对压实粘土性质调查的一部分,通过扫描电子显微镜对土壤样品进行了显微照片,这些土壤样品在最佳含水量(w = 34%)干燥3%和最佳含水量(w = 42%)潮湿5%时压实。在相对较低的放大倍率(100倍)下,最佳压实干燥的样品看起来更有方向性,并且具有更均匀的纹理。干样品的孔洞或宏观空间的体积大大超过湿样品。在300倍放大镜下拍摄的显微照片中,这些差异更加明显。在高倍率(3000倍)下拍摄的显微照片呈现出不同的模式,最佳湿压实和干燥压实样品之间的粘土颗粒-颗粒结构没有明显差异。压实含水率对粘土颗粒结构的影响不大。这表明,在压实水分含量达到最佳时,由于水被许多粘土颗粒和小颗粒所吸引,密度降低。这些显微照片,以及在调查过程中研究的其他照片,似乎证实并扩展了作者的工作。伊利质冰川巨石粘土和高岭石质石灰岩残留物的结构相似性表明,关于粘土微观结构的概括与粘土的来源和形态无关。/作者/
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