Method and apparatus for investigating subsurface conditions

• US 4,806,153 A
• Filed: 02/25/1987
• Issued: 02/21/1989
• Est. Priority Date: 01/22/1981
• Status: Expired due to Fees

• Current Assignee: Kiso-Jiban Consultants Co., Ltd. (People, Dreams & Technologies Group Co., Ltd.)
• Original Assignee: Kiso-Jiban Consultants Co., Ltd. (People, Dreams & Technologies Group Co., Ltd.)
• Inventors: Sakai, Yukio, Sakai, Katsuo, Muromachi, Tadahiko
• Primary Examiner(s): Orsino Jr., Joseph A.
• Assistant Examiner(s): TUMM, BRIAN
• Application Number:
  US07/020,155
• Time in Patent Office: 727 Days
• Field of Search: 73/38, 73/40, 73/73, 73/84, 73/151, 73/154, 340/853, 367/33, 175/50, 364/420, 364/422
• US Class Current: 73/152.52
• CPC Class Codes: E02D 1/022 by investigating mechanical properties of the soil E02D1/027 takes precedence
• CPC Class Codes: E21B 47/26 Storing data down-hole, e.g. in a memory or on a record carrier
• CPC Class Codes: E21B 49/006 Measuring wall stresses in the borehole

Abstract

A method and apparatus for investigating subsurface ground of a site to obtain and store information about soil conditions by pushing into the ground a cableless unit that includes a memory storage device able to collect the information throughout the whole investigation process. After completion of the process, the memory storage device is lifted up to the surface of the ground and is connected to a data processing unit located on the ground to extract the collected information on soil conditions.

Claims

1. A method for investigating subsurface ground conditions and collecting data and information relating thereto comprising:

(a) lowering a recording and control unit of a down hole, in situ soil testing device having preselected individual sensors, data acquisition rates and activation times;

said device comprising;

(1) a sensor unit comprising said sensors capable of continuously sensing a plurality of physical soil parameter including a measurement of the force resisting tip penetration, the lateral soil frictional force resisting penetration, and the pore water pressure in the soil at the depth of penetration;

(2) said recording and control unit which records in digital form the analog output of all the sensors in a preselected repetitive manner while the testing device is being penetrated into the ground; and

(3) a power unit which supplies power to the previous two units;

(b) penetrating said down hole device into the ground;

(c) retrieving said device to the surface of the ground and transferring said data and information to a second memory device for permanent storage;

(d) processing said data and information in a desired form by computation, tabulation, and charting of said data.

2. An in situ soil testing device for measuring soil parameters while being forcibly penetrated into the soil comprising:

(a) a means for penetrating said device into the soil;

(b) said device including a plurality of sensors to collect data and information, means for recording in digital form data and information transmitted by the sensors, a power unit, the recording means having a control unit, said device including sensors to measure the forces resisting tip penetration, the lateral soil frictional forces resisting penetration, and the pore-water pressure in the soil at the depth of penetration;

(c) retrieval means for bringing said device to the surface;

(d) transfer means to transfer data and information to a memory device for permanent storage; and

(e) processing means to process said data and information by computation, tabulation and charting of said data and information.