Pilote rotado

English translation: soil displacement piles, bored cast in-situ concrete piles

GLOSSARY ENTRY (DERIVED FROM QUESTION BELOW)
Spanish term or phrase:Pilote rotado
English translation:soil displacement piles, bored cast in-situ concrete piles
Entered by: Yariela Muñoz

04:31 Mar 8, 2017
Spanish to English translations [PRO]
Tech/Engineering - Construction / Civil Engineering
Spanish term or phrase: Pilote rotado
Hola
Estoy trabajando en la traducción sobre la ampliación de una terminal de transporte. Entre los trabajos que van a realizar aparece en la lista:
Pilotes rotados y vaciados en sitio de la ampliación.
Encontré "cast in-site pile" para pilote vaciado en sitio, pero no tengo claro a qué se refieren con pilote rotado y no encuentra mucho al respecto.
¿Alguien conoce este término?
Yariela Muñoz
Panama
Local time: 14:50
soil displacement piles, bored cast in-situ concrete piles
Explanation:
https://www.bauer.de/export/shared/documents/pdf/bma/datenbl...
On reaching the final depth the displacement tool is extracted and concrete is simultaneously pumped through the hollow drill stem

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Note added at 5 hrs (2017-03-08 09:40:30 GMT)
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soil displacement piles
http://www.farrellinc.com/images/library/pdfs/Farrell_DDP_Fo...

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Note added at 5 hrs (2017-03-08 09:41:55 GMT)
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2. Full displacement piles (FDP)
FDP are a type of reinforced concrete pile that are built in situ. This technology combines the advantages of
driven piles (displacement piles) and bored piles (piles without displacement). Despite being executed in
situ, along with bored piles, they are classified as displacement piles due to the fact that, throughout its
execution, it exists the soil consolidation around the pile, as a result of an horizontal displacement imposed
2
by the drilling equipment. This compaction intends to improve the soil characteristics thus increasing the
available area at the time of the loading application.
This technique uses a specific drilling equipment which is inserted in the soil by virtue of the application of a
torsional movement, applied in the auger rod, and a downward thrust. The main difference between this
technique and the remaining techniques is the drilling tool configuration that causes an horizontal
displacement during the drilling process due to a zone with a greater diameter.
According to Fiorotto et al (2008), this technique's most frequent diameter is 620 mm, being also possible
the existence of 360, 440 and 510 mm. Since this technique is applied to different soil types, being the drills
also adjustable, it is possible to obtain a greater equipment performance.
https://fenix.tecnico.ulisboa.pt/downloadFile/56334509041360...
Selected response from:

Erzsébet Czopyk
Hungary
Local time: 21:50
Grading comment
Thank so much for your assistance.
3 KudoZ points were awarded for this answer



Summary of answers provided
4soil displacement piles, bored cast in-situ concrete piles
Erzsébet Czopyk
2 +1Rotary bored pile
Marie Wilson


Discussion entries: 3





  

Answers


4 hrs   confidence: Answerer confidence 2/5Answerer confidence 2/5 peer agreement (net): +1
Rotary bored pile


Explanation:
This is the closest term I can find, here are some references:

"Rotary Bored Piles
Rotary bored piling method refers to the installation of piles using drilling techniques. Bored piles are drilled using buckets and/or augers inside a temporary casing driven in place by vibratory hammers or through twisting in place. The temporary casing maintains the upper soil layers stable especially in water bearing stratum. Depending on the designed toe level of the pile, drilling underneath the casing may take place in stable soils such as rock or cohesive soils."
http://www.nsccme.com/rotary-bored.html

CIVIL ENGINEER: What are bored cast in-situ concrete piles?
https://civiltechnical.blogspot.com/2011/12/what-are-bored-c...
Dec 21, 2011 - Design and construction of bored cast in situ piles are done in ... The boreholes are drilled using rotary or percussion type drilling rigs, using .

"Rotary Bored Piling
Bored piles are often larger diameter than conventional continuous flight auger (CFA) piles and are used to support greater loads, overcome underground obstructions, penetrate ground too hard to bore using a continuous flight auger or create piles with a cut-off level beneath the platform level. Because the rotary bored technique enables the reinforcement to be added into the open bore rather than into the ready poured concrete, as in CFA, it has the distinct advantage of allowing the cage to be the full depth of the pile. "
http://www.van-elle.co.uk/services/Rotary Bored Piling/

Marie Wilson
Spain
Local time: 21:50
Native speaker of: Native in EnglishEnglish
PRO pts in category: 60
Notes to answerer
Asker: Hi! Thank for your help. The country of origin is Panama :)


Peer comments on this answer (and responses from the answerer)
agree  Thomas Walker: I think you're on the right track. Hard to be certain with so little context. Can we at least know the country of origin? Geotechnical terms in particular vary a lot from country to country, & often between Spain & Latin America.
1 day 14 hrs
  -> Thanks, Tom.
Login to enter a peer comment (or grade)

5 hrs   confidence: Answerer confidence 4/5Answerer confidence 4/5
soil displacement piles, bored cast in-situ concrete piles


Explanation:
https://www.bauer.de/export/shared/documents/pdf/bma/datenbl...
On reaching the final depth the displacement tool is extracted and concrete is simultaneously pumped through the hollow drill stem

--------------------------------------------------
Note added at 5 hrs (2017-03-08 09:40:30 GMT)
--------------------------------------------------

soil displacement piles
http://www.farrellinc.com/images/library/pdfs/Farrell_DDP_Fo...

--------------------------------------------------
Note added at 5 hrs (2017-03-08 09:41:55 GMT)
--------------------------------------------------

2. Full displacement piles (FDP)
FDP are a type of reinforced concrete pile that are built in situ. This technology combines the advantages of
driven piles (displacement piles) and bored piles (piles without displacement). Despite being executed in
situ, along with bored piles, they are classified as displacement piles due to the fact that, throughout its
execution, it exists the soil consolidation around the pile, as a result of an horizontal displacement imposed
2
by the drilling equipment. This compaction intends to improve the soil characteristics thus increasing the
available area at the time of the loading application.
This technique uses a specific drilling equipment which is inserted in the soil by virtue of the application of a
torsional movement, applied in the auger rod, and a downward thrust. The main difference between this
technique and the remaining techniques is the drilling tool configuration that causes an horizontal
displacement during the drilling process due to a zone with a greater diameter.
According to Fiorotto et al (2008), this technique's most frequent diameter is 620 mm, being also possible
the existence of 360, 440 and 510 mm. Since this technique is applied to different soil types, being the drills
also adjustable, it is possible to obtain a greater equipment performance.
https://fenix.tecnico.ulisboa.pt/downloadFile/56334509041360...

Erzsébet Czopyk
Hungary
Local time: 21:50
Specializes in field
Native speaker of: Native in HungarianHungarian
PRO pts in category: 3
Grading comment
Thank so much for your assistance.
Login to enter a peer comment (or grade)



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