Distribution of Bending Moments in Laterally Loaded Passive Piles (Paperback)
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Distribution of Bending Moments in Laterally Loaded Passive Piles
DE NWISBN: 9783659759185 bzw. 365975918X, in Deutsch, neu.
Lieferung aus: Deutschland, zzgl. Versandkosten.
Bending moment distributions developed in laterally loaded passive pile and passive pile groups in cohesionless soil were investigated in laboratory conditions through model pile experiments. Different from the active pile loading, the lateral load was given directly to the piles using a movable large direct shear box. In experiments strain gauges fastened to the piles at five levels and a computer based data reading system were used. The behavior of a single pile and a pile group having five piles were investigated through strain measurements in order to observe bending moment distribution on the piles. The behavior of passive single pile was found to be similar to the results obtained in early studies. In pile group, above the shear plane maximum bending moments within the pile group were found to be developed on the piles nearest to the loading. On the shear plane maximum bending moments were developed on the piles farthest from the loading just like active piles. Below the shear plane, maximum bending moments were developed mainly on the piles nearest to the loading.
Bending moment distributions developed in laterally loaded passive pile and passive pile groups in cohesionless soil were investigated in laboratory conditions through model pile experiments. Different from the active pile loading, the lateral load was given directly to the piles using a movable large direct shear box. In experiments strain gauges fastened to the piles at five levels and a computer based data reading system were used. The behavior of a single pile and a pile group having five piles were investigated through strain measurements in order to observe bending moment distribution on the piles. The behavior of passive single pile was found to be similar to the results obtained in early studies. In pile group, above the shear plane maximum bending moments within the pile group were found to be developed on the piles nearest to the loading. On the shear plane maximum bending moments were developed on the piles farthest from the loading just like active piles. Below the shear plane, maximum bending moments were developed mainly on the piles nearest to the loading.
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Distribution of Bending Moments in Laterally Loaded Passive Piles
~EN NW ABISBN: 9783659759185 bzw. 365975918X, vermutlich in Englisch, neu, Hörbuch.
Lieferung aus: Schweiz, Lieferzeit: 2 Tage, zzgl. Versandkosten.
Bending moment distributions developed in laterally loaded passive pile and passive pile groups in cohesionless soil were investigated in laboratory conditions through model pile experiments. Different from the active pile loading, the lateral load was given directly to the piles using a movable large direct shear box. In experiments strain gauges fastened to the piles at five levels and a computer based data reading system were used. The behavior of a single pile and a pile group having five piles were investigated through strain measurements in order to observe bending moment distribution on the piles. The behavior of passive single pile was found to be similar to the results obtained in early studies. In pile group, above the shear plane maximum bending moments within the pile group were found to be developed on the piles nearest to the loading. On the shear plane maximum bending moments were developed on the piles farthest from the loading just like active piles. Below the shear plane, maximum bending moments were developed mainly on the piles nearest to the loading.
Bending moment distributions developed in laterally loaded passive pile and passive pile groups in cohesionless soil were investigated in laboratory conditions through model pile experiments. Different from the active pile loading, the lateral load was given directly to the piles using a movable large direct shear box. In experiments strain gauges fastened to the piles at five levels and a computer based data reading system were used. The behavior of a single pile and a pile group having five piles were investigated through strain measurements in order to observe bending moment distribution on the piles. The behavior of passive single pile was found to be similar to the results obtained in early studies. In pile group, above the shear plane maximum bending moments within the pile group were found to be developed on the piles nearest to the loading. On the shear plane maximum bending moments were developed on the piles farthest from the loading just like active piles. Below the shear plane, maximum bending moments were developed mainly on the piles nearest to the loading.
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Distribution of Bending Moments in Laterally Loaded Passive Piles
~EN PB NWISBN: 9783659759185 bzw. 365975918X, vermutlich in Englisch, LAP Lambert Academic Publishing, Taschenbuch, neu.
Lieferung aus: Deutschland, Versandkostenfrei.
Distribution of Bending Moments in Laterally Loaded Passive Piles: Bending moment distributions developed in laterally loaded passive pile and passive pile groups in cohesionless soil were investigated in laboratory conditions through model pile experiments. Different from the active pile loading, the lateral load was given directly to the piles using a movable large direct shear box. In experiments strain gauges fastened to the piles at five levels and a computer based data reading system were used. The behavior of a single pile and a pile group having five piles were investigated through strain measurements in order to observe bending moment distribution on the piles. The behavior of passive single pile was found to be similar to the results obtained in early studies. In pile group, above the shear plane maximum bending moments within the pile group were found to be developed on the piles nearest to the loading. On the shear plane maximum bending moments were developed on the piles farthest from the loading just like active piles. Below the shear plane, maximum bending moments were developed mainly on the piles nearest to the loading. Englisch, Taschenbuch.
Distribution of Bending Moments in Laterally Loaded Passive Piles: Bending moment distributions developed in laterally loaded passive pile and passive pile groups in cohesionless soil were investigated in laboratory conditions through model pile experiments. Different from the active pile loading, the lateral load was given directly to the piles using a movable large direct shear box. In experiments strain gauges fastened to the piles at five levels and a computer based data reading system were used. The behavior of a single pile and a pile group having five piles were investigated through strain measurements in order to observe bending moment distribution on the piles. The behavior of passive single pile was found to be similar to the results obtained in early studies. In pile group, above the shear plane maximum bending moments within the pile group were found to be developed on the piles nearest to the loading. On the shear plane maximum bending moments were developed on the piles farthest from the loading just like active piles. Below the shear plane, maximum bending moments were developed mainly on the piles nearest to the loading. Englisch, Taschenbuch.
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Distribution of Bending Moments in Laterally Loaded Passive Piles (Paperback) (2015)
DE PB NW RPISBN: 9783659759185 bzw. 365975918X, in Deutsch, LAP Lambert Academic Publishing, Taschenbuch, neu, Nachdruck.
Von Händler/Antiquariat, The Book Depository EURO [60485773], London, United Kingdom.
Language: English Brand New Book ***** Print on Demand *****.
Language: English Brand New Book ***** Print on Demand *****.
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Symbolbild
Distribution of Bending Moments in Laterally Loaded Passive Piles (2015)
DE PB NW RPISBN: 9783659759185 bzw. 365975918X, in Deutsch, LAP Lambert Academic Publishing Aug 2015, Taschenbuch, neu, Nachdruck.
Von Händler/Antiquariat, AHA-BUCH GmbH [51283250], Einbeck, Germany.
This item is printed on demand - Print on Demand Titel. Neuware - 184 pp. Englisch.
This item is printed on demand - Print on Demand Titel. Neuware - 184 pp. Englisch.
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Distribution of Bending Moments in Laterally Loaded Passive Piles
EN USISBN: 9783659759185 bzw. 365975918X, in Englisch, OmniScriptum GmbH & Co. KG, OmniScriptum GmbH & Co. KG, gebraucht.
Lieferung aus: Vereinigte Staaten von Amerika, zzgl. Versandkosten, Free Shipping on eligible orders over $25, in-stock.
zt rk evki, Paperback, English-language edition, Pub by OmniScriptum GmbH & Co. KG.
zt rk evki, Paperback, English-language edition, Pub by OmniScriptum GmbH & Co. KG.
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