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Matches 251 - 300 out of 4,453

Document Document Title
JP6238047B2  
JP3213671U
[Subject] A sedimentary intrusion migration length measuring device with convenience and high reliability which is not influenced by shock accompanying fall of a hammer is provided. [Means for Solution] It is constituted aside from the m...  
JP6236360B2  
JP6236306B2  
JP2017203739A
[Subject] Even if it is the special foundations, such as a sea bed and a disaster site, a valuation method and a system of a Trafica kinky thread tee by which a Trafica kinky thread tee can be evaluated simple and quickly are provided. [...  
JP2017197955A
[Subject] A base rock valuation method by which a base rock can be evaluated quantitatively and with high precision is proposed. [Means for Solution] Physical-properties value acquisition work S11 which acquires a physical-properties val...  
JP6223891B2  
JP2017193841A
[Subject] Estimation precision of the characteristic of the foundation is raised. [Means for Solution] It is a foundation estimation method which presumes excellence pitch of the foundation which has a hard base down the earth surface, a...  
JP2017193926A
[Subject] Even if the number of sample offering objects is a small number, a liquefaction strength curve is generable with sufficient accuracy. [Means for Solution] The 1st operation part 20 of liquefaction strength curvilinear generatin...  
JP6218079B2  
JP6216587B2  
JP6216370B2  
JP2017186850A
[Subject] After forming a pile hole in the foundation, bearing power of the Pit bottom foundation is judged immediately and a means which makes it possible to save time and effort of redo of stake-denominated lump construction by shortag...  
JP6211732B1
[Subject] Substantially, a sedimentary intrusion rod which can coincide a steel ball and a locking groove is provided only by height Matching operation. [Means for Solution] A tip part of a side which intrudes in the earth, and main part...  
JP6211281B2  
JP2017180050A
[Subject] A foundation evaluation system and a foundation valuation method for carrying out a penetration test efficiently in a pile hole are provided. [Means for Solution] It inserts in guide part D11 which arrives at the exterior of Bu...  
JP2017179855A
[Subject] only a sample of a desired depth position can be extracted without a pile hole restoration thing of an undesirable depth position blending -- and a hole -- an extraction device and an extraction method which do not disturb an i...  
JP2017180073A
[Subject] Compared with stationary type old soil sampling equipment, soil sampling equipment which can be prevented by leaps and bounds was desired [mixing soil in a crevice, and]. [Means for Solution] Soil sampling equipment concerning ...  
JP2017179729A
[Subject] Provide a means with sufficient accuracy by which an examination object is extractable, with a simple structure in extraction of an examination object used for an evaluation test of a foundation improvement object. [Means for S...  
JP2017181253A
[Subject] A numerical-analysis method of an underground stream that can take into consideration influence of pressure loss in a bar hole, and also small quick prediction analysis of calculation load is attained is provided. [Means for So...  
JP2017179998A
[Subject] It is made to submerge in a pile hole formed in the foundation, and a penetration testing device for pile holes which can judge bearing power of the Pile bottom foundation immediately is provided. [Means for Solution] It is loa...  
JP6209625B2  
JPWO2016103362A1
Offer of the penetration test method which enables the judgment of subterranean exact soil texture and stratum structure. Examination data which the penetration test method of the present invention loads load and rotation, intrudes sedim...  
JP2017172132A
[Subject] Offer of a foundation intensity instrumentation method which can mainly measure foundation intensity in an actual digging hole at the time of stake construction, and can check foundation attainment of a digging hole objective. ...  
JP2017172170A
[Subject] When creating an examination hole for pumping up water from irrigation or the object foundation to the object foundation, a preparation method of an examination hole which can control disorder of a surrounding state of an exami...  
JP2017173682A
[Subject] It can generate as liquefaction which is easier to understand a phenomenon which can display liquefaction and may arise in a demonstration to beginners in case of an earthquake disaster. [Means for Solution] Sample receiving 82...  
JP2017172171A
[Subject] When excavating a hole from the ground to the object foundation, disorder of the object foundation can be controlled. [Means for Solution] A step in which a drilling method of the foundation inserts casing pipe 12 so that a tip...  
JP6202265B2  
JP2017166230A
[Subject] a hole -- a penetration testing device and a penetration test method for carrying out a penetration test efficiently inside are provided. [Means for Solution] Penetration testing device D1 is constituted including examination m...  
JP2017166140A
[Subject] The groundwater level can be measured with sufficient accuracy, and also original position test equipment which can extract a ground sample of a position for which it asks certainly with easy composition is provided. [Means for...  
JP2017166137A
[Subject] Using general anti- Force pile which does not have special shape, don't need to carry out sedimentary intrusion of the anti- Force pile to tip supporters, but provide a load testing device of a stake which can carry out a load ...  
JP2017166156A
[Subject] An information providing device, an information service system, an information service method, and a program which can tie up various information about the same point and can provide synthetic consideration are provided. [Means...  
JP6197520B2  
JP6199078B2  
JP6197571B2  
JP2017160714A
[Subject] A pile hole is formed in the foundation and a pile hole drilling device which can judge certainly immediately whether bearing power at the tip of a stake is enough is provided. [Means for Solution] In hollow rod 50 of lower end...  
JP6192118B2  
JP6184899B2  
JP2017141598A
[Subject] A preparation method of teacher data which made it possible to obtain teacher data of a frequency band which fitted a judgment of geology in blow drilling, and a foundation valuation method using teacher data are proposed. [Mea...  
JP6182040B2  
JP2017137729A
[Subject] A bundle hardening state measuring apparatus which can aim at improvement in measurement accuracy of the amount of subsidence of the foundation is provided. [Means for Solution] It is bundle hardening state measuring apparatus ...  
JP6176847B2  
JP2017133168A
[Subject] without performing a drilling survey, a sampling, etc., a highly precise liquefaction resistance ratio can be calculated by a small constant, and a liquefaction judging can be carried out easily -- make the liquefaction judging...  
JP6175040B2  
JP6172503B2  
JP2017129388A
[Subject] While shortening the time necessary for completion concerning dangerous object investigation, a dangerous object searching method by casing type Dogi workers with sufficient accuracy which can investigate a dangerous object, et...  
JP2017129364A
[Subject] Provide a torque sensor which can detect rotational load which is arranged between two members arranged at the same axle, and is generated between the two members concerned. [Means for Solution] Two or more cylindrical elastic ...  
JP2017129442A
[Subject] Water is bottled so that gap water may not be exposed as much as possible into mind. [Means for Solution] Water bottle 1 is formed in a course in Syringe 20 from Syringe 20, filter 10 connected with Syringe 20, and filter 10, a...  
JP6167093B2  
JP2017122375A
[Subject] A ground survey method with conveyance able to judge quality of the foundation more correctly using a lightweight ground survey machine and this by which the weight saving was carried out to easy weight to a mountains place etc...  

Matches 251 - 300 out of 4,453