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Results And Interpretation Of Chemical Grouting Test Program Volume Ii Existing Locks And Dam Number 26 Mississippi River Alton Illinois Phase Iv Report
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Book Synopsis Results and Interpretation of Chemical Grouting Test Program. Volume II. Existing Locks and Dam Number 26. Mississippi River, Alton, Illinois. Phase IV Report by : Jean-Yves Perez
Download or read book Results and Interpretation of Chemical Grouting Test Program. Volume II. Existing Locks and Dam Number 26. Mississippi River, Alton, Illinois. Phase IV Report written by Jean-Yves Perez and published by . This book was released on 1979 with total page 299 pages. Available in PDF, EPUB and Kindle. Book excerpt: A series of tests examining various foundation systems and construction techniques were conducted on Ellis Island near Locks and Dam No. 26 in alluvial sand deposits underlain by glacial deposits and limestone. The chemical grout tests consisted of grouting the upper 20 feet of the alluvial sand by injecting a number of different silicate and cement-bentonite grout types, while varying the grouting method, hole spacing, and injecting rates. Heave, lateral displacement, and pore pressure were monitored during grout injection. The in situ properties of the sand were measured before and after grouting by standard penetration tests, static cone penetration tests, pressuremeter tests, bore hole permeability tests, and shear wave velocity tests. Concurrently laboratory tests were conducted to investigate the strength and creep behavior of the grouted sand. After completion of grouting, the site was excavated to examine and evaluate the grouted sand. In the rock anchor test, inclined rock anchors were installed in limestone through 130 feet of alluvial and glacial deposits using a pneumatic down-the-hole hammer with an offset reamer. Load tests were conducted on three instrumentated rock anchors and the feasibility of installation of the rock anchors was determined by eva luating loss of ground during installation, performance of the installation equipment, and rate of installation. The drilled-in pile test consisted of installation of large diameter high capacity pipe piles by the Benoto method.
Download or read book Technical Abstract Bulletin written by and published by . This book was released on with total page 1048 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Results and Interpretation of Chemical Grouting Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume IIA. Appendices A Through G. Phase IV Report by : Jean-Yves Perez
Download or read book Results and Interpretation of Chemical Grouting Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume IIA. Appendices A Through G. Phase IV Report written by Jean-Yves Perez and published by . This book was released on 1979 with total page 246 pages. Available in PDF, EPUB and Kindle. Book excerpt: A series of tests examining various foundation systems and construction techniques were conducted on Ellis Island near Locks and Dam No. 26 in alluvial sand deposits underlain by glacial deposits and limestone. The chemical grout tests consisted of grouting the upper 20 feet of the alluvial sand by injecting a number of different silicate and cement-bentonite grout types, while varying the grouting method, hole spacing, and injecting rates. Heave, lateral displacement, and pore pressure were monitored during grout injection. The in situ properties of the sand were measured before and after grouting by standard penetration tests, static cone penetration tests, pressuremeter tests, bore hole permeability tests, and shear wave velocity tests. Concurrently laboratory tests were conducted to investigate the strength and creep behavior of the grouted sand. After completion of grouting, the site was excavated to examine and evaluate the grouted sand. In the rock anchor test, inclined rock anchors were installed in limestone through 130 feet of alluvial and glacial deposits using a pneumatic down-the-hole hammer with an offset reamer. Load tests were conducted on three instrumentated rock anchors and the feasibility of installation of the rock anchors was determined by evaluating loss of ground during installation performance of the installation equipment, and rate of installation. The drilled-in pile tests consisted of installation of large diameter high capacity pipe piles by the Benoto method.
Book Synopsis Results and Interpretation of Chemical Grouting Test Program by : Jean-Yves Perez
Download or read book Results and Interpretation of Chemical Grouting Test Program written by Jean-Yves Perez and published by . This book was released on 1979 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Government Reports Announcements & Index by :
Download or read book Government Reports Announcements & Index written by and published by . This book was released on 1980 with total page 954 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Proceedings of the Conference on Grouting in Geotechnical Engineering by : Wallace Hayward Baker
Download or read book Proceedings of the Conference on Grouting in Geotechnical Engineering written by Wallace Hayward Baker and published by . This book was released on 1982 with total page 1042 pages. Available in PDF, EPUB and Kindle. Book excerpt: Proceedings of the Conference on Grouting in Geotechnical Engineering, held in New Orleans, Louisiana, February 10-12, 1982. Sponsored by the Geotechnical Engineering Division of ASCE. Cosponsored by ASCE/AIME Underground Technology Research Council; Louisiana Section, ASCE; New Orleans Branch, ASCE. This collection contains 65 papers describing advances in grouting materials and technology throughout the world over the past two decades. Topics include: materials for cement and mortar grouts; materials for chemical grouts; dam grouting technology and its application, along with design and control for dam grouting; chemical grouting technology and applications, including the behavior of chemically grouted soil; grouting for tunnels, shafts, and mines; alternative grouting technologies, including super-high-pressure liquid jets, flash-setting grout, cement grouts in offshore steel structures, and pressure injection grouting of landfills; applications of grouting technology; and testing and control for grouting.
Book Synopsis Government reports annual index by :
Download or read book Government reports annual index written by and published by . This book was released on 199? with total page 1120 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Results and Interpretation of Pile Driving Effects Test Program Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume IIIA. Appendices H Through T. Phase IV Report by : Jean-Yves Perez
Download or read book Results and Interpretation of Pile Driving Effects Test Program Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume IIIA. Appendices H Through T. Phase IV Report written by Jean-Yves Perez and published by . This book was released on 1979 with total page 557 pages. Available in PDF, EPUB and Kindle. Book excerpt: A series of tests examining various foundation systems and construction techniques were conducted on Ellis Island near Locks and Dam No. 26 in alluvial sand deposits underlain by glacial deposits and limestone. The chemical grout tests consisted of grouting the upper 20 feet of the alluvial sand by injecting a number of different silicate and cement-bentonite grout types, while varying the grouting method, hole spacing, and injecting rates. Heave, lateral displacement, and pore pressure were monitored during grout injection. The in situ properties of the sand were measured before and after grouting by standard penetration tests, static cone penetration tests, pressuremeter tests, bore hole permeability tests, and shear wave velocity tests. Concurrently laboratory tests were conducted to investigate the strength and creep behavior of the grouted sand. After completion of grouting, the site was excavated to examine and evaluate the grouted sand. In the rock anchor test, inclined rock anchors were installed in limestone through 130 feet of alluvial and glacial deposits using a pneumatic down-the-hole hammer with an offset reamer. Load tests were conducted on three instrumentated rock anchors and the feasibility of installation of the rock anchors was determined by evaluating loss of ground during installation performance of the installation equipment, and rate of installation. The drilled-in pile tests consisted of installation of large diameter high capacity pipe piles by the Benoto method.
Book Synopsis Results and Interpretation of Drilled-in Pile Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume IV. Phase IV Report by : Jean-Yves Perez
Download or read book Results and Interpretation of Drilled-in Pile Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume IV. Phase IV Report written by Jean-Yves Perez and published by . This book was released on 1979 with total page 139 pages. Available in PDF, EPUB and Kindle. Book excerpt: A series of tests examining various foundation systems and construction techniques were conducted on Ellis Island near Locks and Dam No. 26 in alluvial sand deposits underlain by glacial deposits and limestone. The chemical grout test consisted of grouting the upper 20 feet of the alluvial sand by injecting a number of different silicate and cement-bentonite grout types, while varying the grouting method, hole spacing, and injecting rates. Heave, lateral displacement, and pore pressure were monitored during grout injection. The in situ properties of the sand were measured before and after grouting by standard penetration tests, static cone penetration tests, pressuremeter tests, bore hole permeability tests, and shear wave velocity tests. Concurrently laboratory tests were conducted to investigate the strength and creep behavior of the grouted sand. After completion of grouting, the site was excavated to examine and evaluate the grouted sand. In the rock anchor test, inclined rock anchors were installed in limestone through 130 feet of alluvial and glacial deposits using a pneumatic down-the-hole hammer with an offset reamer. Load tests were conducted on three instrumentated rock anchors and the feasibility of installation of the rock anchors was determined by evaluating loss of ground during installation, performance of the installation equipment, and rate of installation. The drilled-in pile test consisted of installation of large diameter high capacity pipe piles by the Benoto method.
Book Synopsis Results and Interpretation of Drilled-in Pile Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume IVA. Appendices A Through D. Phase IV Report by : Jean-Yves Perez
Download or read book Results and Interpretation of Drilled-in Pile Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume IVA. Appendices A Through D. Phase IV Report written by Jean-Yves Perez and published by . This book was released on 1979 with total page 215 pages. Available in PDF, EPUB and Kindle. Book excerpt: A series of tests examining various foundation systems and construction techniques were conducted on Ellis Island near Locks and Dam No. 26 in alluvial sand deposits underlain by glacial deposits and limestone. The chemical grout test consisted of grouting the upper 20 feet of the alluvial sand by injecting a number of different silicate and cement-bentonite grout types, while varying the grouting method, hole spacing, and injecting rates. Heave, lateral displacement, and pore pressure were monitored during grout injection. The in situ properties of the sand were measured before and after grouting by standard penetration tests, static cone penetration tests, pressuremeter tests, bore hole permeability tests, and shear wave velocity tests. Concurrently laboratory tests were conducted to investigate the strength and creep behavior of the grouted sand. After completion of grouting, the site was excavated to examine and evaluate the grouted sand. In the rock anchor test, inclined rock anchors were installed in limestone through 130 feet of alluvial and glacial deposits using a pneumatic down-the-hole hammer with an offset reamer. Load tests were conducted on three instrumentated rock anchors and the feasibility of installation of the rock anchors was determined by evaluating loss of ground during installation, performance of the installation equipment, and rate of installation. The drilled-in pile test consisted of installation of large diameter high capacity pipe piles by the Benoto method.
Book Synopsis Results and Interpretation of Pile Driving Effects Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume III. Phase IV Report by : Jean-Yves Perez
Download or read book Results and Interpretation of Pile Driving Effects Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume III. Phase IV Report written by Jean-Yves Perez and published by . This book was released on 1979 with total page 453 pages. Available in PDF, EPUB and Kindle. Book excerpt: A series of tests examining various foundation systems and construction techniques were conducted on Ellis Island near Locks and Dam No. 26 in alluvial sand deposits underlain by glacial deposits and limestone. The chemical grout tests consisted of grouting the upper 20 feet of the alluvial sand by injecting a number of different silicate and cement-bentonite grout types, while varying the grouting method, hole spacing, and injecting rates. Heave, lateral displacement, and pore pressure were monitored during grout injection. The in situ properties of the sand were measured before and after grouting by standard penetration tests, static cone penetration tests, pressuremeter tests, bore hole permeability tests, and shear wave velocity tests. Concurrently laboratory tests were conducted to investigate the strength and creep behavior of the grouted sand. After completion of grouting, the site was excavated to examine and evaluate the grouted sand. In the rock anchor test, inclined rock anchors were installed in limestone through 130 feet of alluvial and glacial deposits using a pneumatic down-the-hole hammer with an offset reamer. Load tests were conducted on three instrumentated rock anchors and the feasibility of installation of the rock anchors was determined by evaluating loss of ground during installation performance of the installation equipment, and rate of installation. The drilled-in pile tests consisted of installation of large diameter high capacity pipe piles by the Benoto method.
Book Synopsis Results and Interpretation of Rock Anchor Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume V. Phase IV Report by : Jean-Yves Perez
Download or read book Results and Interpretation of Rock Anchor Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume V. Phase IV Report written by Jean-Yves Perez and published by . This book was released on 1979 with total page 123 pages. Available in PDF, EPUB and Kindle. Book excerpt: A series of tests examining various foundation systems and construction techniques were conducted on Ellis Island near Locks and Dam No. 26 in alluvial sand deposits underlain by glacial deposits and limestone. The chemical grout test consisted of grouting the upper 20 feet of the alluvial sand by injecting a number of different silicate and cement-bentonite grout types, while varying the grouting method, hole spacing, and injecting rates. Heave, lateral displacement, and pore pressure were monitored during grout injection. The in situ properties of the sand were measured before and after grouting by standard penetration tests, static cone penetration tests, pressuremeter tests, bore hole permeability tests, and shear wave velocity tests. Concurrently laboratory tests were conducted to investigate the strength and creep behavior of the grouted sand. After completion of grouting, the site was excavated to examine and evaluate the grouted sand. In the rock anchor test, inclined rock anchors were installed in limestone through 130 feet of alluvial and glacial deposits using a pneumatic down-the-hole hammer with an offset reamer. Load tests were conducted on three instrumentated rock anchors and the feasibility of installation of the rock anchors was determined by evaluating loss of ground during installation, performance of the installation equipment, and rate of installation. The drilled-in pile test consisted of installation of large diameter high capacity pipe piles by the Benoto method.
Book Synopsis Results and Interpretation of Rock Anchor Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume VA. Appendices A Through E. Phase IV Report by : Jean-Yves Perez
Download or read book Results and Interpretation of Rock Anchor Test Program. Existing Locks and Dam Number 26, Mississippi River, Alton, Illinois. Volume VA. Appendices A Through E. Phase IV Report written by Jean-Yves Perez and published by . This book was released on 1979 with total page 198 pages. Available in PDF, EPUB and Kindle. Book excerpt: A series of tests examining various foundation systems and construction techniques were conducted on Ellis Island near Locks and Dam No. 26 in alluvial sand deposits underlain by glacial deposits and limestone. The chemical grout test consisted of grouting the upper 20 feet of the alluvial sand by injecting a number of different silicate and cement-bentonite grout types, while varying the grouting method, hole spacing, and injecting rates. Heave, lateral displacement, and pore pressure were monitored during grout injection. The in situ properties of the sand were measured before and after grouting by standard penetration tests, static cone penetration tests, pressuremeter tests, bore hole permeability tests, and shear wave velocity tests. Concurrently laboratory tests were conducted to investigate the strength and creep behavior of the grouted sand. After completion of grouting, the site was excavated to examine and evaluate the grouted sand. In the rock anchor test, inclined rock anchors were installed in limestone through 130 feet of alluvial and glacial deposits using a pneumatic down-the-hole hammer with an offset reamer. Load tests were conducted on three instrumentated rock anchors and the feasibility of installation of the rock anchors was determined by evaluating loss of ground during installation, performance of the installation equipment, and rate of installation. The drilled-in pile test consisted of installation of large diameter high capacity pipe piles by the Benoto method.
Book Synopsis Locks and Dam No. 26 (replacement), Upper Mississippi River Basin, Mississippi River - Alton, Illinois, Missouri and Illinois: Design Memorandum No. 11, Formulation Evaluation Report by : United States. Army. Corps of Engineers
Download or read book Locks and Dam No. 26 (replacement), Upper Mississippi River Basin, Mississippi River - Alton, Illinois, Missouri and Illinois: Design Memorandum No. 11, Formulation Evaluation Report written by United States. Army. Corps of Engineers and published by . This book was released on 1975 with total page 822 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Locks and Dam No. 26 (replacement), Upper Mississippi River Basin, Mississippi River - Alton, Illinois, Missouri and Illinois: Revised Draft, Supplement Environmental Statement: pt.2. Text: Section nine (Coordination with others) by : United States. Army. Corps of Engineers
Download or read book Locks and Dam No. 26 (replacement), Upper Mississippi River Basin, Mississippi River - Alton, Illinois, Missouri and Illinois: Revised Draft, Supplement Environmental Statement: pt.2. Text: Section nine (Coordination with others) written by United States. Army. Corps of Engineers and published by . This book was released on 1976 with total page 806 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Locks and Dam No.26 Replacement, Second Lock, Mississippi River Near Alton IL (IL,MO) by :
Download or read book Locks and Dam No.26 Replacement, Second Lock, Mississippi River Near Alton IL (IL,MO) written by and published by . This book was released on 1988 with total page 286 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Laboratory Tests on Hydraulic Models of Lock and Dam No. 26, Mississippi River, Alton, Illinois by :
Download or read book Laboratory Tests on Hydraulic Models of Lock and Dam No. 26, Mississippi River, Alton, Illinois written by and published by . This book was released on 1937 with total page 544 pages. Available in PDF, EPUB and Kindle. Book excerpt:
