PATENT CLAIM ANALYSIS

Application Number: 15872715
Application Type: Utility
Filing Date: 2018-01
Publication Date: 2019-07
Patent Classification: ["405", "284000"]

Abstract:
A soil reinforcement system including angled soil reinforcement elements to resist seismic shear forces and methods of making same are disclosed. For example, the soil reinforcement system includes an array or grid of angled soil reinforcement elements installed within the ground, wherein the angled reinforcement elements are designed to absorb and/or resist earthquake-induced seismic shear forces by transferring the applied shear forces into axial compressive and tensile forces within each of the angled reinforcement elements.

Claim (Index 18):
The method of  claim 16 , wherein the in-fill material is compacted in place using a compaction device.

Metadata:
- Claim Count in Document: 4.0
- Percentile: 86.0
- Lexical Diversity: 1.75556
- Patent Class: 405.0
- Transitional Phrase Type: none
- Component Type: 0
- Foreign Priority: False
- Related Applications: ['13912986', '12759564', '15533454', '13824071', '13825522']

Analysis Scores:
- 35 USC 101 Eligibility (BERT): 0.752026695644751
- 35 USC 102 Novelty (BERT): 0.6203715406433103
- Combined Prediction Score: 0.738861180144607
- Mean Citation Score: 254.78143600000004
- Max Citation Score: 551.8668
- Similarity Product: 535.3991646018505

Labels:
- Claim Label 101: 1
- Claim Label 102: 0
- Claim Label 103: 0
- Claim Label 112: 1
- Combined Label: 0
- Label 101 Adjusted: 1

Dataset: test