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Keywords: Engineering
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Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-053
... ABSTRACT: Various types of deep foundation result in difficulty when excavating and supporting in soft soil strata during construction. An unpleasant situation is that too much project cost have to be invested in foundation engineering, among which quite a lot is dedicated to supporting...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-118
... settlement parameters. This paper provides a summary of the settlement investigation and related findings. 1 Department of Civil & Environmental Engineering, University of Melbourne, Parkville, Victoria 3052, Australia Figure 1 - Location Plan showing settlement plates (N.T.S.) Control Section Recirculation...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-003
... ABSTRACT: An overview of geoenvironmental engineering for in situ remediation of contaminated land is presented. After a brief introduction, an historical perspective of remediation in the United States and the United Kingdom is presented as background for the remainder of the presentation...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-044
... ABSTRACT: Numerical simulation of the fully coupled fluid-solid interaction in deforming porous media is important in many branches of science and engineering. Recently, the significance of the fluid-solid coupled on the recovery of oil reservoirs is generally recognized. The reservoir...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-073
.... However, this reduction of flow rate becomes marginal, once the confining stress is exceeded above a certain value. INTRODUCTION The experimental investigation of multiphase flow in fractured rock media is important in many branches of science and engineering. These include mining, petroleum engineering...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-019
... ABSTRACT: Ground support comprises a wide field of geotechnical engineering. Therefore some special topics are selected: Reinforcement and dowelling of soil and rock by nails, anchors, piles and jet-grouting. Thus, the ground becomes more or less a compound body which locally can be considered...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-281
... comes into play when the reinforced mass is near failure and again, most of the research were conducted in stiff competent soils. 1 Research Scholar, Department of Civil Engineering, The National University of Singapore, Singapore. 2 Post-graduate Student, Department of Civil Engineering, The National...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-286
..., although the effectiveness is not the same. The potential benefits of adding fly ash to the engineering properties such as small plastic strain, high resilient modulus and strength under repeating load condition are interesting and useful as pavement materials. INTRODUCTION Ariake clay is a special...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-297
... compression test. Furthermore, the hardening reaction products of treated soil were measured by SEM observation and X-ray diffraction analysis (SAWA, et al. 1996, SAWA, et al. 1998). lSeishi Tomohisa, Department of Civil Engineering. Akashi National College of Technology, 679-3, Nishioka, Uozumi, Akashi, 674...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-268
... the problem of large settlement by improving the engineering properties of soft ground. One of the widely used techniques in improving the soft soil properties is preloading, in which the ground is loaded with uniformly distributed surface load prior to construction of the intended structure for a certain...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-443
... engineering is quite effective to earthquake with intensity less than V degree. However, when earthquake with intensity IX degree occurs, the bolting engineering in the steep part will be destroyed first and then the slide-resistant piles and finally the whole slope. Key words: High intensity earthquake...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-494
... in the field and failure criterion inputs such as the Geological Strength Index ( GSI ), a descriptive engineering geological classification for unweathered greywacke with five classes has been implemented. The results of laboratory triaxial testing of lower quality (Class IV) rocks with extremely-closely...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-334
... 1 Edward A. Nowatzki, University of Arizona, CEEM, P.O. Box 210072, Tucson, AZ 85721-0072 USA 2 Melissa M. Miller, Kleinfelder, Inc., 1101 W. Grant Rd., Suite 204, Tucson, AZ 85705 USA A Value Engineered Soil-Nail-Facing System Edward A. Nowatzki1 and Melissa M. Miller2 ABSTRACT The Pima County...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-434
... support system and the examination of a landslide in Edinburgh, Scotland. The paper highlights the potential benefits of the integrated use of bio-engineering techniques and conventional stabilising methods INTRODUCTION The number of alternatives for soil slope stabilisation is large; ranging from simple...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-495
... of soils, namely river sand and residual granite soils were used to construct the experimental slopes. The properties of each soil type determined by laboratory tests are summarized in Table 1. 1 Department of Environmental Design and Civil Engineering, Okayama University, Tsushimanaka 2-1-1, Okayama 700...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-435
... in the modeling of the physical process. relation probability theory discontinuity zadeh Engineering geotechnical engineering water pressure Artificial Intelligence rock bearing strength modeling information application excessive settlement fuzzy logic clay layer fuzzy characterization model...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-490
... tilt of 5¡. 1Sterba I., Consulting Engineer, Institute of Geotechnical Engineering, Swiss Federal Institute of Technology, Zurich 2 Lang H.J., em., Professor of Soil Mechanics and Foundation Engineering, Institute of Geotechnical Engineering, Swiss Federal Institute of Technology, Zurich 3Amann P...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-550
... ABSTRACT: A major problem engineers face in the analysis of excavation by the classical methods is the difficulty of predicting displacements around the support structure. To solve this problem, finite element method (FEM) is increasingly employed. However, so many engineers in the field have...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-516
... typical illustrative examples, the applicability of the DFEM to stability analysis of rock slopes are examined and discussed. INTRODUCTION The stability analysis of rock slopes has been receiving a particular interest among civil engineers and rock mechanicians. In recent years, several techniques have...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-471
... be seen in the form of extensive mass movement and gully erosion. Approximately 50 landslides have occurred over the last 50 years in an area of approximately 100km2 in the Normanville-Yankalilla region. 1 Applied Geology, University of South Australia 2 Civil Engineering, University of South Australia 3...

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