New pneumatic drilling machine for strengthening foundations
Abstract This article describes the design of a new pneumatic drilling machine with a sectional expander and gives its mechanical characterics. The technology of the deep compaction of soil in the vertical plane is examined. Relations and nomograms are presented to determine the distance between dri...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Tkach, Kh. B. [verfasserIn] |
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| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
1999 |
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| Schlagwörter: |
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| Anmerkung: |
© Kluwer Academic/Plenum Publishers 1999 |
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| Übergeordnetes Werk: |
Enthalten in: Soil mechanics and foundation engineering - Kluwer Academic Publishers-Plenum Publishers, 1965, 36(1999), 2 vom: März, Seite 71-76 |
|---|---|
| Übergeordnetes Werk: |
volume:36 ; year:1999 ; number:2 ; month:03 ; pages:71-76 |
| Links: |
|---|
| DOI / URN: |
10.1007/BF02469089 |
|---|
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OLC2033447715 |
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| 520 | |a Abstract This article describes the design of a new pneumatic drilling machine with a sectional expander and gives its mechanical characterics. The technology of the deep compaction of soil in the vertical plane is examined. Relations and nomograms are presented to determine the distance between drill holes and drilling speed in relation to the diameter and depth of the holes and the sequence in which they are expanded. The dependence of the duration of soil compaction on the time spent performing the main and auxiliary operations is also determined. | ||
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10.1007/BF02469089 doi (DE-627)OLC2033447715 (DE-He213)BF02469089-p DE-627 ger DE-627 rakwb eng 690 VZ Tkach, Kh. B. verfasserin aut New pneumatic drilling machine for strengthening foundations 1999 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Kluwer Academic/Plenum Publishers 1999 Abstract This article describes the design of a new pneumatic drilling machine with a sectional expander and gives its mechanical characterics. The technology of the deep compaction of soil in the vertical plane is examined. Relations and nomograms are presented to determine the distance between drill holes and drilling speed in relation to the diameter and depth of the holes and the sequence in which they are expanded. The dependence of the duration of soil compaction on the time spent performing the main and auxiliary operations is also determined. Compaction Drill Hole Rectangular Grid Drilling Machine Expand Hole Skachkov, K. B. aut Enthalten in Soil mechanics and foundation engineering Kluwer Academic Publishers-Plenum Publishers, 1965 36(1999), 2 vom: März, Seite 71-76 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:36 year:1999 number:2 month:03 pages:71-76 https://doi.org/10.1007/BF02469089 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 GBV_ILN_4307 GBV_ILN_4700 AR 36 1999 2 03 71-76 |
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10.1007/BF02469089 doi (DE-627)OLC2033447715 (DE-He213)BF02469089-p DE-627 ger DE-627 rakwb eng 690 VZ Tkach, Kh. B. verfasserin aut New pneumatic drilling machine for strengthening foundations 1999 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Kluwer Academic/Plenum Publishers 1999 Abstract This article describes the design of a new pneumatic drilling machine with a sectional expander and gives its mechanical characterics. The technology of the deep compaction of soil in the vertical plane is examined. Relations and nomograms are presented to determine the distance between drill holes and drilling speed in relation to the diameter and depth of the holes and the sequence in which they are expanded. The dependence of the duration of soil compaction on the time spent performing the main and auxiliary operations is also determined. Compaction Drill Hole Rectangular Grid Drilling Machine Expand Hole Skachkov, K. B. aut Enthalten in Soil mechanics and foundation engineering Kluwer Academic Publishers-Plenum Publishers, 1965 36(1999), 2 vom: März, Seite 71-76 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:36 year:1999 number:2 month:03 pages:71-76 https://doi.org/10.1007/BF02469089 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 GBV_ILN_4307 GBV_ILN_4700 AR 36 1999 2 03 71-76 |
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10.1007/BF02469089 doi (DE-627)OLC2033447715 (DE-He213)BF02469089-p DE-627 ger DE-627 rakwb eng 690 VZ Tkach, Kh. B. verfasserin aut New pneumatic drilling machine for strengthening foundations 1999 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Kluwer Academic/Plenum Publishers 1999 Abstract This article describes the design of a new pneumatic drilling machine with a sectional expander and gives its mechanical characterics. The technology of the deep compaction of soil in the vertical plane is examined. Relations and nomograms are presented to determine the distance between drill holes and drilling speed in relation to the diameter and depth of the holes and the sequence in which they are expanded. The dependence of the duration of soil compaction on the time spent performing the main and auxiliary operations is also determined. Compaction Drill Hole Rectangular Grid Drilling Machine Expand Hole Skachkov, K. B. aut Enthalten in Soil mechanics and foundation engineering Kluwer Academic Publishers-Plenum Publishers, 1965 36(1999), 2 vom: März, Seite 71-76 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:36 year:1999 number:2 month:03 pages:71-76 https://doi.org/10.1007/BF02469089 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 GBV_ILN_4307 GBV_ILN_4700 AR 36 1999 2 03 71-76 |
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Abstract This article describes the design of a new pneumatic drilling machine with a sectional expander and gives its mechanical characterics. The technology of the deep compaction of soil in the vertical plane is examined. Relations and nomograms are presented to determine the distance between drill holes and drilling speed in relation to the diameter and depth of the holes and the sequence in which they are expanded. The dependence of the duration of soil compaction on the time spent performing the main and auxiliary operations is also determined. © Kluwer Academic/Plenum Publishers 1999 |
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Abstract This article describes the design of a new pneumatic drilling machine with a sectional expander and gives its mechanical characterics. The technology of the deep compaction of soil in the vertical plane is examined. Relations and nomograms are presented to determine the distance between drill holes and drilling speed in relation to the diameter and depth of the holes and the sequence in which they are expanded. The dependence of the duration of soil compaction on the time spent performing the main and auxiliary operations is also determined. © Kluwer Academic/Plenum Publishers 1999 |
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Abstract This article describes the design of a new pneumatic drilling machine with a sectional expander and gives its mechanical characterics. The technology of the deep compaction of soil in the vertical plane is examined. Relations and nomograms are presented to determine the distance between drill holes and drilling speed in relation to the diameter and depth of the holes and the sequence in which they are expanded. The dependence of the duration of soil compaction on the time spent performing the main and auxiliary operations is also determined. © Kluwer Academic/Plenum Publishers 1999 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2033447715</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230504044430.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s1999 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/BF02469089</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2033447715</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)BF02469089-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Tkach, Kh. B.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">New pneumatic drilling machine for strengthening foundations</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1999</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Kluwer Academic/Plenum Publishers 1999</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract This article describes the design of a new pneumatic drilling machine with a sectional expander and gives its mechanical characterics. The technology of the deep compaction of soil in the vertical plane is examined. Relations and nomograms are presented to determine the distance between drill holes and drilling speed in relation to the diameter and depth of the holes and the sequence in which they are expanded. The dependence of the duration of soil compaction on the time spent performing the main and auxiliary operations is also determined.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Compaction</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Drill Hole</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Rectangular Grid</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Drilling Machine</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Expand Hole</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Skachkov, K. B.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Soil mechanics and foundation engineering</subfield><subfield code="d">Kluwer Academic Publishers-Plenum Publishers, 1965</subfield><subfield code="g">36(1999), 2 vom: März, Seite 71-76</subfield><subfield code="w">(DE-627)129599042</subfield><subfield code="w">(DE-600)241111-8</subfield><subfield code="w">(DE-576)015092402</subfield><subfield code="x">0038-0741</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:36</subfield><subfield code="g">year:1999</subfield><subfield code="g">number:2</subfield><subfield code="g">month:03</subfield><subfield code="g">pages:71-76</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF02469089</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-GEO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">36</subfield><subfield code="j">1999</subfield><subfield code="e">2</subfield><subfield code="c">03</subfield><subfield code="h">71-76</subfield></datafield></record></collection>
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