Abstract

In Missouri, the horizontal stresses (pressures) in the near surface rock are uncommonly high. While the vertical stresses in rock are simply a function of the weight of the overlying rock, near surface stresses can be many times higher. The near surface horizontal stresses can be in excess of 5 times greater than the vertical stresses. In this research, Flatjack method was used to measure horizontal stress in Red Granite Quarry in Missouri. The flat jack method is an approved method of measuring ground stresses. A saw cut is used to “relax” the stress in the ground by allowing the rock to deform inwards the cut. A hydraulic flat jack is used to inflate the slot; to push the rock back to its stressed position, as measured by a strain gauge on either side of the slot. The pressure in the jack, when the rock is exactly back to its original position, is equal to the ground stress before the saw cut was made. According to the results, present production direction for each pit is not good because the maximum stress direction is perpendicular with production direction. This case causes unintentional breakage results in the loss rock. The results show that production direction should be changed.

Highlights

  • The objectives of this research are to develop a capability of measuring ground stresses in rock, and in the process helping to solve a serious breakage problem for a Missouri quarry.In Missouri, the horizontal stresses in the near surface rock are uncommonly high

  • Because maximum stress direction is perpendicular with production direction

  • The results show that production direction should be changed

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Summary

Introduction

The objectives of this research are to develop a capability of measuring ground stresses in rock, and in the process helping to solve a serious breakage problem for a Missouri quarry. In Missouri, the horizontal stresses (pressures) in the near surface rock are uncommonly high. While the vertical stresses in rock are a function of the weight of the overlying rock, near surface stresses can be many times higher. Many engineered structures do not take this into account, and avoidable problems are encountered. Having the capability of measuring ground stresses allows for sound engineering judgment and design

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