Experimental investigation of vertical and batter pile groups subjected to dynamic loads
In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged i...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Bharathi, M. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2019transfer abstract |
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| Schlagwörter: |
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| Umfang: |
13 |
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| Übergeordnetes Werk: |
Enthalten in: APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS - Park, Duk-Woo ELSEVIER, 2015, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:116 ; year:2019 ; pages:107-119 ; extent:13 |
| Links: |
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| DOI / URN: |
10.1016/j.soildyn.2018.10.012 |
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ELV045092842 |
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| 245 | 1 | 0 | |a Experimental investigation of vertical and batter pile groups subjected to dynamic loads |
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| 520 | |a In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. | ||
| 520 | |a In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. | ||
| 650 | 7 | |a Dynamic behaviour |2 Elsevier | |
| 650 | 7 | |a Vertical pile group |2 Elsevier | |
| 650 | 7 | |a Batter pile group |2 Elsevier | |
| 650 | 7 | |a Lateral vibration |2 Elsevier | |
| 650 | 7 | |a Vertical vibration |2 Elsevier | |
| 700 | 1 | |a Dubey, R.N. |4 oth | |
| 700 | 1 | |a Shukla, Sanjay K. |4 oth | |
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10.1016/j.soildyn.2018.10.012 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001273.pica (DE-627)ELV045092842 (ELSEVIER)S0267-7261(18)30661-4 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Bharathi, M. verfasserin aut Experimental investigation of vertical and batter pile groups subjected to dynamic loads 2019transfer abstract 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. Dynamic behaviour Elsevier Vertical pile group Elsevier Batter pile group Elsevier Lateral vibration Elsevier Vertical vibration Elsevier Dubey, R.N. oth Shukla, Sanjay K. oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:116 year:2019 pages:107-119 extent:13 https://doi.org/10.1016/j.soildyn.2018.10.012 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 116 2019 107-119 13 |
| spelling |
10.1016/j.soildyn.2018.10.012 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001273.pica (DE-627)ELV045092842 (ELSEVIER)S0267-7261(18)30661-4 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Bharathi, M. verfasserin aut Experimental investigation of vertical and batter pile groups subjected to dynamic loads 2019transfer abstract 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. Dynamic behaviour Elsevier Vertical pile group Elsevier Batter pile group Elsevier Lateral vibration Elsevier Vertical vibration Elsevier Dubey, R.N. oth Shukla, Sanjay K. oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:116 year:2019 pages:107-119 extent:13 https://doi.org/10.1016/j.soildyn.2018.10.012 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 116 2019 107-119 13 |
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10.1016/j.soildyn.2018.10.012 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001273.pica (DE-627)ELV045092842 (ELSEVIER)S0267-7261(18)30661-4 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Bharathi, M. verfasserin aut Experimental investigation of vertical and batter pile groups subjected to dynamic loads 2019transfer abstract 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. Dynamic behaviour Elsevier Vertical pile group Elsevier Batter pile group Elsevier Lateral vibration Elsevier Vertical vibration Elsevier Dubey, R.N. oth Shukla, Sanjay K. oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:116 year:2019 pages:107-119 extent:13 https://doi.org/10.1016/j.soildyn.2018.10.012 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 116 2019 107-119 13 |
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10.1016/j.soildyn.2018.10.012 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001273.pica (DE-627)ELV045092842 (ELSEVIER)S0267-7261(18)30661-4 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Bharathi, M. verfasserin aut Experimental investigation of vertical and batter pile groups subjected to dynamic loads 2019transfer abstract 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. Dynamic behaviour Elsevier Vertical pile group Elsevier Batter pile group Elsevier Lateral vibration Elsevier Vertical vibration Elsevier Dubey, R.N. oth Shukla, Sanjay K. oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:116 year:2019 pages:107-119 extent:13 https://doi.org/10.1016/j.soildyn.2018.10.012 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 116 2019 107-119 13 |
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10.1016/j.soildyn.2018.10.012 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001273.pica (DE-627)ELV045092842 (ELSEVIER)S0267-7261(18)30661-4 DE-627 ger DE-627 rakwb eng 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Bharathi, M. verfasserin aut Experimental investigation of vertical and batter pile groups subjected to dynamic loads 2019transfer abstract 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. Dynamic behaviour Elsevier Vertical pile group Elsevier Batter pile group Elsevier Lateral vibration Elsevier Vertical vibration Elsevier Dubey, R.N. oth Shukla, Sanjay K. oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:116 year:2019 pages:107-119 extent:13 https://doi.org/10.1016/j.soildyn.2018.10.012 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 116 2019 107-119 13 |
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Enthalten in APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS Amsterdam [u.a.] volume:116 year:2019 pages:107-119 extent:13 |
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Enthalten in APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS Amsterdam [u.a.] volume:116 year:2019 pages:107-119 extent:13 |
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experimental investigation of vertical and batter pile groups subjected to dynamic loads |
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Experimental investigation of vertical and batter pile groups subjected to dynamic loads |
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In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. |
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In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. |
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In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental study was carried out on four pile groups: a group of three vertical piles and a group of three batter piles arranged in triangular pattern, and a group of four vertical piles and a group of four batter piles arranged in square pattern. All batter piles were inclined at 20° to the vertical. Each pile group had a rigid pile cap supporting the oscillator-motor assembly for generating the dynamic loads. The pile groups were tested by varying the exciting force level in different loading direction, and their responses were compared in terms of resonant frequency and peak displacement. The peak displacement of the batter pile group shows a significant reduction (about 25% and 50% in vertical and lateral directions, respectively) compared to their respective vertical pile groups. |
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